OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, … · 1/8/1997 · ohio department of...

OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :001 -1 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970001 AWARDED VENDOR NUMBER : 34-1779109 CALL ORDER : 001 CONTRACT ID : CALL15152 COUNTIES : ALLEN PAULDING LETTING DATE : 01/08/97 10:00 AM DISTRICT : 01 PUTNAM OTHERS CONTRACT TIME : 08/31/97 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : NH-49(97) FOR IMPROVING SECTIONS ALL-30-1.818 (1.33) AND VARIOUS, STP-F971(51) U.S. ROUTE 30 AND VARIOUS, ALLEN, PAULDING, PUTNAM AND VAN WERT COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY BRIDGE PAINTING.

SET-ASIDE :

VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-1779109 L & K INDUSTRIAL PAINTING CONTRACTORS INC $ 298,452.56 100.0000% 2 35-1841931 VENUS PAINTING CO $ 323,739.22 108.4725% 3 34-1767931 HAZIMIHALIS PAINTING CO INC $ 325,262.00 108.9828% 4 34-1822083 VIMAS PAINTING COMPANY INC $ 338,834.00 113.5302% 5 34-0847157 ATLAS CENTRAL CORPORATION $ 369,328.88 123.7479% 6 34-1576783 ORION PAINTING & CONTRACTING INC $ 369,718.00 123.8783% 7 34-1564476 NORTH STAR PAINTING COMPANY INC $ 371,756.00 124.5611% 8 34-1789573 M P G PAINTING CO INC $ 384,490.00 128.8278% 9 35-1602596 ICARUS INDUSTRIAL PAINTING & CONTRACTING CO INC $ 456,306.00 152.8906% 10 34-0896601 ALLSTATE PAINTING & CONTRACTING $ 482,712.00 161.7382%==================================================================================================================================== |(1) 34-1779109 |(2) 35-1841931 |(3) 34-1767931 |L & K INDUSTRIAL PAINTING CO|VENUS PAINTING CO |HAZIMIHALIS PAINTINGCO INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT

AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0006 815M00504 50.000 MNHR| 25.00000 1250.00| 45.00000 2250.00| 30.00000 1500.00 GRINDING FINS, TEARS, SLIVERS | | | SECTION TOTALS | $ 72,204.48| $ 74,543.69| $ 75,965.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0002 BRIDGE NO. ALL-309-0.145(00.09) | | |0007 815M00050 1514.000 SQ M| 17.22000 26071.08| 16.03000 24269.42| 20.00000 30280.00 SURFACE PREPARATION OF EXISTING STEEL, | | | SYSTEM OZEU | | |0008 815M00056 1514.000 SQ M| 5.38000 8145.32| 6.00000 9084.00| 5.00000 7570.00 FIELD PAINTING OF EXISTING STEEL, PRIME | | | COAT, SYSTEM OZEU | | |0009 815M00060 1514.000 SQ M| 5.38000 8145.32| 6.00000 9084.00| 5.00000 7570.00 FIELD PAINTING OF EXISTING STEEL, | | | INTERMEDIATE COAT, SYSTEM OZEU | | |0010 815M00066 1514.000 SQ M| 5.38000 8145.32| 6.00000 9084.00| 5.00000 7570.00 FIELD PAINTING OF EXISTING STEEL, | | | FINISH COAT, SYSTEM OZEU | | |0011 815M00500 8.000 M | 16.40000 131.20| 6.00000 48.00| 20.00000 160.00 CAULKING | | |0012 815M00504 50.000 MNHR| 25.00000 1250.00| 45.00000 2250.00| 30.00000 1500.00 GRINDING FINS, TEARS, SLIVERS | | |0013 815M00508 1458.000 M | 3.28000 4782.24| 6.00000 8748.00| 3.00000 4374.00 GRINDING FLANGE EDGES | | | SECTION TOTALS | $ 56,670.48| $ 62,567.42| $ 59,024.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0003 BRIDGE NO. PAU-637-0.354(00.22) | | |0014 815M00050 665.000 SQ M| 17.22000 11451.30| 16.03000 10659.95| 20.00000

SECTION TOTALS | $ 23,565.60| $ 24,927.95| $ 24,935.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0004 BRIDGE NO. PUT-30-1.673L(01.04L) | | |0020 815M00050 737.000 SQ M| 17.22000 12691.14| 16.03000 11814.11| 20.00000 14740.00 SURFACE PREPARATION OF EXISTING STEEL, | | | SYSTEM OZEU | | |0021 815M00056 737.000 SQ M| 5.38000 3965.06| 6.00000 4422.00| 5.00000 3685.00 FIELD PAINTING OF EXISTING STEEL, PRIME | | | COAT, SYSTEM OZEU | | |0022 815M00060 737.000 SQ M| 5.38000 3965.06| 6.00000 4422.00| 5.00000 3685.00 FIELD PAINTING OF EXISTING STEEL, | | | INTERMEDIATE COAT, SYSTEM OZEU | | |0023 815M00066 737.000 SQ M| 5.38000 3965.06| 6.00000 4422.00| 5.00000 3685.00 FIELD PAINTING OF EXISTING STEEL, | | | FINISH COAT, SYSTEM OZEU | | |0024 815M00500 8.000 M | 16.40000 131.20| 6.00000 48.00| 20.00000 160.00 CAULKING | | |0025 815M00504 50.000 MNHR| 25.00000 1250.00| 45.00000 2250.00| 30.00000 1500.00 GRINDING FINS, TEARS, SLIVERS | | |0026 815M00508 863.000 M | 3.28000 2830.64| 6.00000 5178.00| 3.00000 2589.00 GRINDING FLANGE EDGES | | | SECTION TOTALS | $ 28,798.16| $ 32,556.11| $ 30,044.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0005 BRIDGE NO. PUT-30-1.673R(01.04R) | | |0027 815M00050 737.000 SQ M| 17.22000 12691.14| 16.03000 11814.11| 20.00000 14740.00 SURFACE PREPARATION OF EXISTING STEEL, | | | SYSTEM OZEU | | |0028 815M00056 737.000 SQ M| 5.38000 3965.06| 6.00000 4422.00| 5.00000 3685.00 FIELD PAINTING OF EXISTING STEEL, PRIME | | |

COAT, SYSTEM OZEU | | |0029 815M00060 737.000 SQ M| 5.38000 3965.06| 6.00000 4422.00| 5.00000 3685.00 FIELD PAINTING OF EXISTING STEEL, | | | INTERMEDIATE COAT, SYSTEM OZEU | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :001 -4 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-1779109 |(2) 35-1841931 |(3) 34-1767931 |L & K INDUSTRIAL PAINTING CO|VENUS PAINTING CO |HAZIMIHALIS PAINTINGCO INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0030 815M00066 737.000 SQ M| 5.38000 3965.06| 6.00000 4422.00| 5.00000 3685.00 FIELD PAINTING OF EXISTING STEEL, | | | FINISH COAT, SYSTEM OZEU | | |0031 815M00500 8.000 M | 16.40000 131.20| 6.00000 48.00| 20.00000 160.00 CAULKING | | |0032 815M00504 50.000 MNHR| 25.00000 1250.00| 45.00000 2250.00| 30.00000 1500.00 GRINDING FINS, TEARS, SLIVERS | | |0033 815M00508 863.000 M | 3.28000 2830.64| 6.00000 5178.00| 3.00000 2589.00 GRINDING FLANGE EDGES | | | SECTION TOTALS | $ 28,798.16| $ 32,556.11| $ 30,044.00------------------------------------------+----------------------------+----------------------------+---------------------

----------SECTION 0006 BRIDGE NO. VAN-66-3.669(02.28) | | |0034 815M00050 1397.000 SQ M| 17.22000 24056.34| 16.03000 22393.91| 20.00000 27940.00 SURFACE PREPARATION OF EXISTING STEEL, | | | SYSTEM OZEU | | |0035 815M00056 1397.000 SQ M| 5.38000 7515.86| 6.00000 8382.00| 5.00000 6985.00 FIELD PAINTING OF EXISTING STEEL, PRIME | | | COAT, SYSTEM OZEU | | |0036 815M00060 1397.000 SQ M| 5.38000 7515.86| 6.00000 8382.00| 5.00000 6985.00 FIELD PAINTING OF EXISTING STEEL, | | | INTERMEDIATE COAT, SYSTEM OZEU | | |0037 815M00066 1397.000 SQ M| 5.38000 7515.86| 6.00000 8382.00| 5.00000 6985.00 FIELD PAINTING OF EXISTING STEEL, | | | FINISH COAT, SYSTEM OZEU | | |0038 815M00500 8.000 M | 16.40000 131.20| 6.00000 48.00| 20.00000 160.00 CAULKING | | |0039 815M00504 50.000 MNHR| 25.00000 1250.00| 45.00000 2250.00| 30.00000 1500.00 GRINDING FINS, TEARS, SLIVERS | | | SECTION TOTALS | $ 47,985.12| $ 49,837.91| $ 50,555.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0007 BRIDGE NO. VAN-637-4.972(03.09) | | |0040 815M00050 601.000 SQ M| 17.22000 10349.22| 16.03000 9634.03| 20.00000 12020.00 SURFACE PREPARATION OF EXISTING STEEL, | | | SYSTEM OZEU | | |0041 815M00056 601.000 SQ M| 5.38000 3233.38| 6.00000 3606.00| 5.00000 3005.00 FIELD PAINTING OF EXISTING STEEL, PRIME | | | COAT, SYSTEM OZEU | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :001 -5

TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-1779109 |(2) 35-1841931 |(3) 34-1767931 |L & K INDUSTRIAL PAINTING CO|VENUS PAINTING CO |HAZIMIHALIS PAINTINGCO INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0042 815M00060 601.000 SQ M| 5.38000 3233.38| 6.00000 3606.00| 5.00000 3005.00 FIELD PAINTING OF EXISTING STEEL, | | | INTERMEDIATE COAT, SYSTEM OZEU | | |0043 815M00066 601.000 SQ M| 5.38000 3233.38| 6.00000 3606.00| 5.00000 3005.00 FIELD PAINTING OF EXISTING STEEL, | | | FINISH COAT, SYSTEM OZEU | | |0044 815M00500 8.000 M | 16.40000 131.20| 6.00000 48.00| 20.00000 160.00 CAULKING | | |0045 815M00504 50.000 MNHR| 25.00000 1250.00| 45.00000 2250.00| 30.00000 1500.00 GRINDING FINS, TEARS, SLIVERS | | | SECTION TOTALS | $ 21,430.56| $ 22,750.03| $ 22,695.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0008 INCIDENTALS | | |0046 103M05000 LUMP| 5600.00000 5600.00| 4000.00000 4000.00| 12000.00000 12000.00 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | |0047 614M11000 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 10000.00000 10000.00

MAINTAINING TRAFFIC | | |0048 624M10000 LUMP| 8400.00000 8400.00| 15000.00000 15000.00| 10000.00000 10000.00 MOBILIZATION | | | SECTION TOTALS | $ 19,000.00| $ 24,000.00| $ 32,000.00------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 298,452.56| $ 323,739.22| $ 325,262.00==================================================================================================================================== OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :001 -6 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 34-1822083 |(5) 34-0847157 |(6) 34-1576783 |VIMAS PAINTING COMPANY INC |ATLAS CENTRAL CORPORATION |ORION PAINTING &CONTRACTINGLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0001 STRUCTURES REPAIR BRIDGE NO. ALL-30-1.818(01.13) | | |0001 815M00050 2123.000 SQ M| 27.00000 57321.00| 14.00000 29722.00| 21.00000 44583.00 SURFACE PREPARATION OF EXISTING STEEL, | | | SYSTEM OZEU | | |0002 815M00056 2123.000 SQ M| 4.00000 8492.00| 8.08000 17153.84| 10.00000 21230.00

FIELD PAINTING OF EXISTING STEEL, PRIME | | | COAT, SYSTEM OZEU | | |0003 815M00060 2123.000 SQ M| 4.00000 8492.00| 8.08000 17153.84| 5.00000 10615.00 FIELD PAINTING OF EXISTING STEEL, | | | INTERMEDIATE COAT, SYSTEM OZEU | | |0004 815M00066 2123.000 SQ M| 4.00000 8492.00| 7.54000 16007.42| 5.00000 10615.00 FIELD PAINTING OF EXISTING STEEL, | | | FINISH COAT, SYSTEM OZEU | | |0005 815M00500 8.000 M | 5.00000 40.00| 11.52000 92.16| 15.00000 120.00 CAULKING | | |0006 815M00504 50.000 MNHR| 20.00000 1000.00| 50.00000 2500.00| 40.00000 2000.00 GRINDING FINS, TEARS, SLIVERS | | | SECTION TOTALS | $ 83,837.00| $ 82,629.26| $ 89,163.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0002 BRIDGE NO. ALL-309-0.145(00.09) | | |0007 815M00050 1514.000 SQ M| 27.00000 40878.00| 14.00000 21196.00| 21.00000 31794.00 SURFACE PREPARATION OF EXISTING STEEL, | | | SYSTEM OZEU | | |0008 815M00056 1514.000 SQ M| 4.00000 6056.00| 8.08000 12233.12| 10.00000 15140.00 FIELD PAINTING OF EXISTING STEEL, PRIME | | | COAT, SYSTEM OZEU | | |0009 815M00060 1514.000 SQ M| 4.00000 6056.00| 8.08000 12233.12| 5.00000 7570.00 FIELD PAINTING OF EXISTING STEEL, | | | INTERMEDIATE COAT, SYSTEM OZEU | | |0010 815M00066 1514.000 SQ M| 4.00000 6056.00| 7.54000 11415.56| 5.00000 7570.00 FIELD PAINTING OF EXISTING STEEL, | | | FINISH COAT, SYSTEM OZEU | | |0011 815M00500 8.000 M | 5.00000 40.00| 11.52000 92.16| 15.00000 120.00 CAULKING | | |0012 815M00504 50.000 MNHR| 20.00000 1000.00| 50.00000 2500.00| 40.00000 2000.00 GRINDING FINS, TEARS, SLIVERS | | |

0017 815M00066 665.000 SQ M| 4.00000 2660.00| 7.54000 5014.10| 5.00000 3325.00 FIELD PAINTING OF EXISTING STEEL, | | | FINISH COAT, SYSTEM OZEU | | |0018 815M00500 8.000 M | 5.00000 40.00| 11.52000 92.16| 15.00000 120.00 CAULKING | | |0019 815M00504 50.000 MNHR| 20.00000 1000.00| 50.00000 2500.00| 40.00000 2000.00 GRINDING FINS, TEARS, SLIVERS | | | SECTION TOTALS | $ 26,975.00| $ 27,662.66| $ 29,385.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0004 BRIDGE NO. PUT-30-1.673L(01.04L) | | |0020 815M00050 737.000 SQ M| 27.00000 19899.00| 14.00000 10318.00| 21.00000 15477.00 SURFACE PREPARATION OF EXISTING STEEL, | | | SYSTEM OZEU | | |0021 815M00056 737.000 SQ M| 4.00000 2948.00| 8.08000 5954.96| 10.00000 7370.00 FIELD PAINTING OF EXISTING STEEL, PRIME | | | COAT, SYSTEM OZEU | | |0022 815M00060 737.000 SQ M| 4.00000 2948.00| 8.08000 5954.96| 5.00000 3685.00 FIELD PAINTING OF EXISTING STEEL, | | | INTERMEDIATE COAT, SYSTEM OZEU | | |0023 815M00066 737.000 SQ M| 4.00000 2948.00| 7.54000 5556.98| 5.00000 3685.00 FIELD PAINTING OF EXISTING STEEL, | | | FINISH COAT, SYSTEM OZEU | | |0024 815M00500 8.000 M | 5.00000 40.00| 11.52000 92.16| 15.00000 120.00 CAULKING | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :001 -8 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970001 AWARDED VENDOR NUMBER : 34-1779109 CALL ORDER : 001 CONTRACT ID : CALL15152 COUNTIES : ALLEN PAULDING

LETTING DATE : 01/08/97 10:00 AM DISTRICT : 01 PUTNAM OTHERS

SET-ASIDE :

==================================================================================================================================== |(4) 34-1822083 |(5) 34-0847157 |(6) 34-1576783 |VIMAS PAINTING COMPANY INC |ATLAS CENTRAL CORPORATION |ORION PAINTING &CONTRACTINGLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0025 815M00504 50.000 MNHR| 20.00000 1000.00| 50.00000 2500.00| 40.00000 2000.00 GRINDING FINS, TEARS, SLIVERS | | |0026 815M00508 863.000 M | 2.00000 1726.00| 4.94000 4263.22| 3.50000 3020.50 GRINDING FLANGE EDGES | | | SECTION TOTALS | $ 31,509.00| $ 34,640.28| $ 35,357.50------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0005 BRIDGE NO. PUT-30-1.673R(01.04R) | | |0027 815M00050 737.000 SQ M| 27.00000 19899.00| 14.00000 10318.00| 21.00000 15477.00 SURFACE PREPARATION OF EXISTING STEEL, | | | SYSTEM OZEU | | |0028 815M00056 737.000 SQ M| 4.00000 2948.00| 8.08000 5954.96| 10.00000 7370.00 FIELD PAINTING OF EXISTING STEEL, PRIME | | | COAT, SYSTEM OZEU | | |0029 815M00060 737.000 SQ M| 4.00000 2948.00| 8.08000 5954.96| 5.00000 3685.00 FIELD PAINTING OF EXISTING STEEL, | | | INTERMEDIATE COAT, SYSTEM OZEU | | |0030 815M00066 737.000 SQ M| 4.00000 2948.00| 7.54000 5556.98| 5.00000 3685.00 FIELD PAINTING OF EXISTING STEEL, | | | FINISH COAT, SYSTEM OZEU | | |0031 815M00500 8.000 M | 5.00000 40.00| 11.52000 92.16| 15.00000 120.00

CAULKING | | |0032 815M00504 50.000 MNHR| 20.00000 1000.00| 50.00000 2500.00| 40.00000 2000.00 GRINDING FINS, TEARS, SLIVERS | | |0033 815M00508 863.000 M | 2.00000 1726.00| 4.94000 4263.22| 3.50000 3020.50 GRINDING FLANGE EDGES | | | SECTION TOTALS | $ 31,509.00| $ 34,640.28| $ 35,357.50------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0006 BRIDGE NO. VAN-66-3.669(02.28) | | |0034 815M00050 1397.000 SQ M| 27.00000 37719.00| 14.00000 19558.00| 21.00000 29337.00 SURFACE PREPARATION OF EXISTING STEEL, | | | SYSTEM OZEU | | |0035 815M00056 1397.000 SQ M| 4.00000 5588.00| 8.08000 11287.76| 10.00000 13970.00 FIELD PAINTING OF EXISTING STEEL, PRIME | | | COAT, SYSTEM OZEU | | |0036 815M00060 1397.000 SQ M| 4.00000 5588.00| 8.08000 11287.76| 5.00000 6985.00 FIELD PAINTING OF EXISTING STEEL, | | | INTERMEDIATE COAT, SYSTEM OZEU | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :001 -9 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 34-1822083 |(5) 34-0847157 |(6) 34-1576783 |VIMAS PAINTING COMPANY INC |ATLAS CENTRAL CORPORATION |ORION PAINTING &CONTRACTINGLINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0037 815M00066 1397.000 SQ M| 4.00000 5588.00| 7.54000 10533.38| 5.00000 6985.00 FIELD PAINTING OF EXISTING STEEL, | | | FINISH COAT, SYSTEM OZEU | | |0038 815M00500 8.000 M | 5.00000 40.00| 11.52000 92.16| 15.00000 120.00 CAULKING | | |0039 815M00504 50.000 MNHR| 20.00000 1000.00| 50.00000 2500.00| 40.00000 2000.00 GRINDING FINS, TEARS, SLIVERS | | | SECTION TOTALS | $ 55,523.00| $ 55,259.06| $ 59,397.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0007 BRIDGE NO. VAN-637-4.972(03.09) | | |0040 815M00050 601.000 SQ M| 27.00000 16227.00| 14.00000 8414.00| 21.00000 12621.00 SURFACE PREPARATION OF EXISTING STEEL, | | | SYSTEM OZEU | | |0041 815M00056 601.000 SQ M| 4.00000 2404.00| 8.08000 4856.08| 10.00000 6010.00 FIELD PAINTING OF EXISTING STEEL, PRIME | | | COAT, SYSTEM OZEU | | |0042 815M00060 601.000 SQ M| 4.00000 2404.00| 8.08000 4856.08| 5.00000 3005.00 FIELD PAINTING OF EXISTING STEEL, | | | INTERMEDIATE COAT, SYSTEM OZEU | | |0043 815M00066 601.000 SQ M| 4.00000 2404.00| 7.54000 4531.54| 5.00000 3005.00 FIELD PAINTING OF EXISTING STEEL, | | | FINISH COAT, SYSTEM OZEU | | |0044 815M00500 8.000 M | 5.00000 40.00| 11.52000 92.16| 15.00000 120.00 CAULKING | | |0045 815M00504 50.000 MNHR| 20.00000 1000.00| 50.00000 2500.00| 40.00000 2000.00 GRINDING FINS, TEARS, SLIVERS | | | SECTION TOTALS | $ 24,479.00| $ 25,249.86| $ 26,761.00

------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0008 INCIDENTALS | | |0046 103M05000 LUMP| 7000.00000 7000.00| 7375.00000 7375.00| 4000.00000 4000.00 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | |0047 614M11000 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 4000.00000 4000.00 MAINTAINING TRAFFIC | | |0048 624M10000 LUMP| 5000.00000 5000.00| 25000.00000 25000.00| 17000.00000 17000.00 MOBILIZATION | | | SECTION TOTALS | $ 22,000.00| $ 42,375.00| $ 25,000.00------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 338,834.00| $ 369,328.88| $ 369,718.00==================================================================================================================================== OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :001 -10 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(7) 34-1564476 |(8) 34-1789573 |(9) 35-1602596 |NORTH STAR PAINTING COMPANY |M P G PAINTING CO INC |ICARUS INDUSTRIALPAINTING &LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+---------------------

----------SECTION 0001 STRUCTURES REPAIR BRIDGE NO. ALL-30-1.818(01.13) | | |0001 815M00050 2123.000 SQ M| 22.00000 46706.00| 27.00000 57321.00| 30.00000 63690.00 SURFACE PREPARATION OF EXISTING STEEL, | | | SYSTEM OZEU | | |0002 815M00056 2123.000 SQ M| 6.00000 12738.00| 6.00000 12738.00| 8.00000 16984.00 FIELD PAINTING OF EXISTING STEEL, PRIME | | | COAT, SYSTEM OZEU | | |0003 815M00060 2123.000 SQ M| 6.00000 12738.00| 6.00000 12738.00| 8.00000 16984.00 FIELD PAINTING OF EXISTING STEEL, | | | INTERMEDIATE COAT, SYSTEM OZEU | | |0004 815M00066 2123.000 SQ M| 6.00000 12738.00| 6.00000 12738.00| 8.00000 16984.00 FIELD PAINTING OF EXISTING STEEL, | | | FINISH COAT, SYSTEM OZEU | | |0005 815M00500 8.000 M | 10.00000 80.00| 20.00000 160.00| 3.00000 24.00 CAULKING | | |0006 815M00504 50.000 MNHR| 30.00000 1500.00| 10.00000 500.00| 25.00000 1250.00 GRINDING FINS, TEARS, SLIVERS | | | SECTION TOTALS | $ 86,500.00| $ 96,195.00| $ 115,916.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0002 BRIDGE NO. ALL-309-0.145(00.09) | | |0007 815M00050 1514.000 SQ M| 22.00000 33308.00| 27.00000 40878.00| 30.00000 45420.00 SURFACE PREPARATION OF EXISTING STEEL, | | | SYSTEM OZEU | | |0008 815M00056 1514.000 SQ M| 6.00000 9084.00| 6.00000 9084.00| 8.00000 12112.00 FIELD PAINTING OF EXISTING STEEL, PRIME | | | COAT, SYSTEM OZEU | | |0009 815M00060 1514.000 SQ M| 6.00000 9084.00| 6.00000 9084.00| 8.00000 12112.00 FIELD PAINTING OF EXISTING STEEL, | | | INTERMEDIATE COAT, SYSTEM OZEU | | |

0010 815M00066 1514.000 SQ M| 6.00000 9084.00| 6.00000 9084.00| 8.00000 12112.00 FIELD PAINTING OF EXISTING STEEL, | | | FINISH COAT, SYSTEM OZEU | | |0011 815M00500 8.000 M | 10.00000 80.00| 20.00000 160.00| 3.00000 24.00 CAULKING | | |0012 815M00504 50.000 MNHR| 30.00000 1500.00| 10.00000 500.00| 25.00000 1250.00 GRINDING FINS, TEARS, SLIVERS | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :001 -11 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(7) 34-1564476 |(8) 34-1789573 |(9) 35-1602596 |NORTH STAR PAINTING COMPANY |M P G PAINTING CO INC |ICARUS INDUSTRIALPAINTING &LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0013 815M00508 1458.000 M | 4.00000 5832.00| 1.00000 1458.00| 0.50000 729.00 GRINDING FLANGE EDGES | | | SECTION TOTALS | $ 67,972.00| $ 70,248.00| $ 83,759.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0003 BRIDGE NO. PAU-637-0.354(00.22) | | |0014 815M00050 665.000 SQ M| 22.00000 14630.00| 27.00000 17955.00| 30.00000 19950.00

SURFACE PREPARATION OF EXISTING STEEL, | | | SYSTEM OZEU | | |0015 815M00056 665.000 SQ M| 6.00000 3990.00| 6.00000 3990.00| 8.00000 5320.00 FIELD PAINTING OF EXISTING STEEL, PRIME | | | COAT, SYSTEM OZEU | | |0016 815M00060 665.000 SQ M| 6.00000 3990.00| 6.00000 3990.00| 8.00000 5320.00 FIELD PAINTING OF EXISTING STEEL, | | | INTERMEDIATE COAT, SYSTEM OZEU | | |0017 815M00066 665.000 SQ M| 6.00000 3990.00| 6.00000 3990.00| 8.00000 5320.00 FIELD PAINTING OF EXISTING STEEL, | | | FINISH COAT, SYSTEM OZEU | | |0018 815M00500 8.000 M | 10.00000 80.00| 20.00000 160.00| 3.00000 24.00 CAULKING | | |0019 815M00504 50.000 MNHR| 30.00000 1500.00| 10.00000 500.00| 25.00000 1250.00 GRINDING FINS, TEARS, SLIVERS | | | SECTION TOTALS | $ 28,180.00| $ 30,585.00| $ 37,184.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0004 BRIDGE NO. PUT-30-1.673L(01.04L) | | |0020 815M00050 737.000 SQ M| 22.00000 16214.00| 27.00000 19899.00| 30.00000 22110.00 SURFACE PREPARATION OF EXISTING STEEL, | | | SYSTEM OZEU | | |0021 815M00056 737.000 SQ M| 6.00000 4422.00| 6.00000 4422.00| 8.00000 5896.00 FIELD PAINTING OF EXISTING STEEL, PRIME | | | COAT, SYSTEM OZEU | | |0022 815M00060 737.000 SQ M| 6.00000 4422.00| 6.00000 4422.00| 8.00000 5896.00 FIELD PAINTING OF EXISTING STEEL, | | | INTERMEDIATE COAT, SYSTEM OZEU | | |0023 815M00066 737.000 SQ M| 6.00000 4422.00| 6.00000 4422.00| 8.00000 5896.00 FIELD PAINTING OF EXISTING STEEL, | | | FINISH COAT, SYSTEM OZEU | | |0024 815M00500 8.000 M | 10.00000 80.00| 20.00000 160.00| 3.00000 24.00

CAULKING | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :001 -12 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(7) 34-1564476 |(8) 34-1789573 |(9) 35-1602596 |NORTH STAR PAINTING COMPANY |M P G PAINTING CO INC |ICARUS INDUSTRIALPAINTING &LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0025 815M00504 50.000 MNHR| 30.00000 1500.00| 10.00000 500.00| 25.00000 1250.00 GRINDING FINS, TEARS, SLIVERS | | |0026 815M00508 863.000 M | 4.00000 3452.00| 1.00000 863.00| 0.50000 431.50 GRINDING FLANGE EDGES | | | SECTION TOTALS | $ 34,512.00| $ 34,688.00| $ 41,503.50------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0005 BRIDGE NO. PUT-30-1.673R(01.04R) | | |0027 815M00050 737.000 SQ M| 22.00000 16214.00| 27.00000 19899.00| 30.00000 22110.00 SURFACE PREPARATION OF EXISTING STEEL, | | | SYSTEM OZEU | | |0028 815M00056 737.000 SQ M| 6.00000 4422.00| 6.00000 4422.00| 8.00000 5896.00 FIELD PAINTING OF EXISTING STEEL, PRIME | | | COAT, SYSTEM OZEU | | |

0029 815M00060 737.000 SQ M| 6.00000 4422.00| 6.00000 4422.00| 8.00000 5896.00 FIELD PAINTING OF EXISTING STEEL, | | | INTERMEDIATE COAT, SYSTEM OZEU | | |0030 815M00066 737.000 SQ M| 6.00000 4422.00| 6.00000 4422.00| 8.00000 5896.00 FIELD PAINTING OF EXISTING STEEL, | | | FINISH COAT, SYSTEM OZEU | | |0031 815M00500 8.000 M | 10.00000 80.00| 20.00000 160.00| 3.00000 24.00 CAULKING | | |0032 815M00504 50.000 MNHR| 30.00000 1500.00| 10.00000 500.00| 25.00000 1250.00 GRINDING FINS, TEARS, SLIVERS | | |0033 815M00508 863.000 M | 4.00000 3452.00| 1.00000 863.00| 0.50000 431.50 GRINDING FLANGE EDGES | | | SECTION TOTALS | $ 34,512.00| $ 34,688.00| $ 41,503.50------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0006 BRIDGE NO. VAN-66-3.669(02.28) | | |0034 815M00050 1397.000 SQ M| 22.00000 30734.00| 27.00000 37719.00| 30.00000 41910.00 SURFACE PREPARATION OF EXISTING STEEL, | | | SYSTEM OZEU | | |0035 815M00056 1397.000 SQ M| 6.00000 8382.00| 6.00000 8382.00| 8.00000 11176.00 FIELD PAINTING OF EXISTING STEEL, PRIME | | | COAT, SYSTEM OZEU | | |0036 815M00060 1397.000 SQ M| 6.00000 8382.00| 6.00000 8382.00| 8.00000 11176.00 FIELD PAINTING OF EXISTING STEEL, | | | INTERMEDIATE COAT, SYSTEM OZEU | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :001 -13 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970001 AWARDED VENDOR NUMBER : 34-1779109 CALL ORDER : 001 CONTRACT ID : CALL15152 COUNTIES : ALLEN PAULDING

LETTING DATE : 01/08/97 10:00 AM DISTRICT : 01 PUTNAM OTHERS

SET-ASIDE :

==================================================================================================================================== |(7) 34-1564476 |(8) 34-1789573 |(9) 35-1602596 |NORTH STAR PAINTING COMPANY |M P G PAINTING CO INC |ICARUS INDUSTRIALPAINTING &LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0037 815M00066 1397.000 SQ M| 6.00000 8382.00| 6.00000 8382.00| 8.00000 11176.00 FIELD PAINTING OF EXISTING STEEL, | | | FINISH COAT, SYSTEM OZEU | | |0038 815M00500 8.000 M | 10.00000 80.00| 20.00000 160.00| 3.00000 24.00 CAULKING | | |0039 815M00504 50.000 MNHR| 30.00000 1500.00| 10.00000 500.00| 25.00000 1250.00 GRINDING FINS, TEARS, SLIVERS | | | SECTION TOTALS | $ 57,460.00| $ 63,525.00| $ 76,712.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0007 BRIDGE NO. VAN-637-4.972(03.09) | | |0040 815M00050 601.000 SQ M| 22.00000 13222.00| 27.00000 16227.00| 30.00000 18030.00 SURFACE PREPARATION OF EXISTING STEEL, | | | SYSTEM OZEU | | |0041 815M00056 601.000 SQ M| 6.00000 3606.00| 6.00000 3606.00| 8.00000 4808.00 FIELD PAINTING OF EXISTING STEEL, PRIME | | | COAT, SYSTEM OZEU | | |0042 815M00060 601.000 SQ M| 6.00000 3606.00| 6.00000 3606.00| 8.00000 4808.00 FIELD PAINTING OF EXISTING STEEL, | | | INTERMEDIATE COAT, SYSTEM OZEU | | |0043 815M00066 601.000 SQ M| 6.00000 3606.00| 6.00000 3606.00| 8.00000 4808.00

FIELD PAINTING OF EXISTING STEEL, | | | FINISH COAT, SYSTEM OZEU | | |0044 815M00500 8.000 M | 10.00000 80.00| 20.00000 160.00| 3.00000 24.00 CAULKING | | |0045 815M00504 50.000 MNHR| 30.00000 1500.00| 10.00000 500.00| 25.00000 1250.00 GRINDING FINS, TEARS, SLIVERS | | | SECTION TOTALS | $ 25,620.00| $ 27,705.00| $ 33,728.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0008 INCIDENTALS | | |0046 103M05000 LUMP| 10000.00000 10000.00| 12000.00000 12000.00| 10000.00000 10000.00 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | |0047 614M11000 LUMP| 20000.00000 20000.00| 10000.00000 10000.00| 6000.00000 6000.00 MAINTAINING TRAFFIC | | |0048 624M10000 LUMP| 7000.00000 7000.00| 4856.00000 4856.00| 10000.00000 10000.00 MOBILIZATION | | | SECTION TOTALS | $ 37,000.00| $ 26,856.00| $ 26,000.00------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 371,756.00| $ 384,490.00| $ 456,306.00==================================================================================================================================== OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :001 -14 TABULATION OF BIDS


SET-ASIDE :


ODOT PROJECT NUMBER : 970003 AWARDED VENDOR NUMBER : 31-1323837 CALL ORDER : 003 CONTRACT ID : CBUT16317 COUNTIES : BUTLER LETTING DATE : 01/08/97 10:00 AM DISTRICT : 08 CONTRACT TIME : 06/30/97 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : STP-F964(67) FOR IMPROVING SECTION BUT-128-6.38, STATE ROUTE 128 IN ST. CLAIR TOWNSHIP, BUTLER COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CONSTRUCTING A CULVERT.

SET-ASIDE :

VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 35-1526557 MIDWEST MOLE INC $ 133,213.00 100.0000% 2 31-1323837 SUNESIS CONSTRUCTION CO $ 142,487.50 106.9621% 3 31-0954703 W G STANG INC $ 220,420.00 165.4643% 4 31-1227395 TRI-STATE DIGGERS $ 241,582.50 181.3505% 5 34-1818692 SANYUS INC DBA GRACE OMITOGUN $ 249,992.96 187.6640%==================================================================================================================================== |(1) 35-1526557 |(2) 31-1323837 |(3) 31-0954703 |MIDWEST MOLE INC |SUNESIS CONSTRUCTION CO |W G STANG INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0001 ITEMS OF WORK | | |0001 201E11001 LUMP| 2000.00000 2000.00| 10000.00000 10000.00| 10000.00000 10000.00 CLEARING AND GRUBBING, AS PER PLAN | | |

0002 202E98400 480.000 SF | 8.00000 3840.00| 2.00000 960.00| 4.00000 1920.00 REMOVAL MISC.: REINFORCED CONCRETE | | | RIPRAP | | |0003 510E09951 60.000 EACH| 10.00000 600.00| 10.00000 600.00| 15.00000 900.00 DOWEL HOLES WITH CEMENT GROUT, AS PER | | | PLAN | | |0004 601E11001 60.500 SY | 80.00000 4840.00| 65.00000 3932.50| 200.00000 12100.00 RIPRAP USING 6" REINFORCED CONCRETE | | | SLAB, AS PER PLAN | | |0005 601E27000 3.000 CY | 150.00000 450.00| 35.00000 105.00| 150.00000 450.00 DUMPED ROCK FILL, TYPE C | | |0006 601E34200 10.000 CY | 100.00000 1000.00| 35.00000 350.00| 150.00000 1500.00 ROCK CHANNEL PROTECTION, TYPE C WITHOUT | | | FILTER | | |0007 602E20000 4.500 CY | 900.00000 4050.00| 1000.00000 4500.00| 1500.00000 6750.00 CONCRETE MASONRY | | |0008 603E98300 249.000 LF | 442.00000 110058.00| 460.00000 114540.00| 700.00000 174300.00 CONDUIT, MISC.: 78" MORTAR LINED CSP | | | 707.11 (0.168") PER 707.01 OR 707.11 | | | (0.109") PER 707.02 | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :003 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970003 AWARDED VENDOR NUMBER : 31-1323837 CALL ORDER : 003 CONTRACT ID : CBUT16317 COUNTIES : BUTLER LETTING DATE : 01/08/97 10:00 AM DISTRICT : 08

SET-ASIDE :

==================================================================================================================================== |(1) 35-1526557 |(2) 31-1323837 |(3) 31-0954703 |MIDWEST MOLE INC |SUNESIS CONSTRUCTION CO |W G STANG INC

LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 126,838.00| $ 134,987.50| $ 207,920.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0002 INCIDENTALS | | |0009 103E05000 LUMP| 1975.00000 1975.00| 1500.00000 1500.00| 2500.00000 2500.00 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | |0010 614E11000 LUMP| 500.00000 500.00| 2000.00000 2000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | |0011 624E10000 LUMP| 3900.00000 3900.00| 4000.00000 4000.00| 5000.00000 5000.00 MOBILIZATION | | | SECTION TOTALS | $ 6,375.00| $ 7,500.00| $ 12,500.00------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 133,213.00| $ 142,487.50| $ 220,420.00==================================================================================================================================== OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :003 -3 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970003 AWARDED VENDOR NUMBER : 31-1323837 CALL ORDER : 003 CONTRACT ID : CBUT16317 COUNTIES : BUTLER LETTING DATE : 01/08/97 10:00 AM DISTRICT : 08

SET-ASIDE :

====================================================================================================================================

|(4) 31-1227395 |(5) 34-1818692 | |TRI-STATE DIGGERS |SANYUS INC DBA GRACE OMITOGU|LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0001 ITEMS OF WORK | | |0001 201E11001 LUMP| 11500.00000 11500.00| 5000.00000 5000.00| CLEARING AND GRUBBING, AS PER PLAN | | |0002 202E98400 480.000 SF | 35.00000 16800.00| 30.95000 14856.00| REMOVAL MISC.: REINFORCED CONCRETE | | | RIPRAP | | |0003 510E09951 60.000 EACH| 38.00000 2280.00| 12.00000 720.00| DOWEL HOLES WITH CEMENT GROUT, AS PER | | | PLAN | | |0004 601E11001 60.500 SY | 75.00000 4537.50| 70.00000 4235.00| RIPRAP USING 6" REINFORCED CONCRETE | | | SLAB, AS PER PLAN | | |0005 601E27000 3.000 CY | 175.00000 525.00| 67.72000 203.16| DUMPED ROCK FILL, TYPE C | | |0006 601E34200 10.000 CY | 175.00000 1750.00| 27.88000 278.80| ROCK CHANNEL PROTECTION, TYPE C WITHOUT | | | FILTER | | |0007 602E20000 4.500 CY | 340.00000 1530.00| 1000.00000 4500.00| CONCRETE MASONRY | | |0008 603E98300 249.000 LF | 740.00000 184260.00| 800.00000 199200.00| CONDUIT, MISC.: 78" MORTAR LINED CSP | | | 707.11 (0.168") PER 707.01 OR 707.11 | | | (0.109") PER 707.02 | | | SECTION TOTALS | $ 223,182.50| $ 228,992.96|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0002 INCIDENTALS | | |0009 103E05000 LUMP| 3500.00000 3500.00| 5000.00000 5000.00| PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | |0010 614E11000 LUMP| 2500.00000 2500.00| 6000.00000 6000.00| MAINTAINING TRAFFIC | | |0011 624E10000 LUMP| 12400.00000 12400.00| 10000.00000 10000.00| MOBILIZATION | | | SECTION TOTALS | $ 18,400.00| $ 21,000.00|

------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 241,582.50| $ 249,992.96|====================================================================================================================================


ODOT PROJECT NUMBER : 970004 AWARDED VENDOR NUMBER : 31-1459264 CALL ORDER : 004 CONTRACT ID : CCOL12147 COUNTIES : COLUMBIANA LETTING DATE : 01/08/97 10:00 AM DISTRICT : 11 CONTRACT TIME : 10/31/97 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : NH-78(40) FOR IMPROVING SECTION COL-11-9.63, STATE ROUTE 11 IN MADISON AND ELK RUN TOWNSHIPS, COLUMBIANA COUNTY, 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 31-1459264 TRI-STATE ASPHALT COMPANY $ 2,919,394.75 100.0000% 2 31-4357274 SHELLY COMPANY $ 3,448,653.40 118.1290% 3 31-1461736 EAGLE CONTRACTING SERVICES LTD $ 3,736,442.40 127.9868% 4 34-1217581 HARDRIVES PAVING & CONSTRUCTION INC $ 3,761,631.33 128.8496% 5 34-1648655 PRIME CONTRACTORS INC $ 4,498,183.00 154.0793%==================================================================================================================================== |(1) 31-1459264 |(2) 31-4357274 |(3) 31-1461736 |TRI-STATE ASPHALT CO |SHELLY COMPANY |EAGLE CONTRACTINGSERVICESLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0001 ROADWAY | | |

0001 201E11001 LUMP| 26085.66000 26085.66| 100000.00000 100000.00| 62250.07000 62250.07 CLEARING AND GRUBBING, AS PER PLAN | | |0002 202E30500 739.000 LF | 4.97000 3672.83| 10.00000 7390.00| 5.42000 4005.38 CONCRETE MEDIAN REMOVED | | |0003 202E38101 19987.500 LF | 0.83000 16589.63| 1.00000 19987.50| 1.10000 21986.25 GUARDRAIL REMOVED FOR STORAGE, AS PER | | | PLAN | | |0004 202E38300 400.000 LF | 1.04000 416.00| 1.20000 480.00| 1.32000 528.00 GUARDRAIL REMOVED, BARRIER DESIGN | | |0005 202E42810 1.000 EACH| 156.51000 156.51| 390.00000 390.00| 430.45000 430.45 ANCHOR ASSEMBLY REMOVED FOR REUSE, TYPE | | | E | | |0006 202E54101 737.000 EACH| 2.36000 1739.32| 4.00000 2948.00| 3.05000 2247.85 RAISED PAVEMENT MARKER REMOVED FOR | | | STORAGE, AS PER PLAN | | |0007 202E58500 1.000 EACH| 98.04000 98.04| 500.00000 500.00| 767.19000 767.19 CATCH BASIN ABANDONED | | |0008 202E75000 32138.000 LF | 0.68000 21853.84| 0.90000 28924.20| 0.99000 31816.62 FENCE REMOVED | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :004 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970004 AWARDED VENDOR NUMBER : 31-1459264 CALL ORDER : 004 CONTRACT ID : CCOL12147 COUNTIES : COLUMBIANA LETTING DATE : 01/08/97 10:00 AM DISTRICT : 11

SET-ASIDE :

==================================================================================================================================== |(1) 31-1459264 |(2) 31-4357274 |(3) 31-1461736 |TRI-STATE ASPHALT CO |SHELLY COMPANY |EAGLE CONTRACTING

SERVICESLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0009 202E98100 20.000 EACH| 77.17000 1543.40| 250.00000 5000.00| 656.68000 13133.60 REMOVAL MISC.: CATCH BASIN CLEANOUT | | |0010 203E12000 2443.000 CY | 12.05000 29438.15| 8.00000 19544.00| 15.89000 38819.27 EXCAVATION NOT INCLUDING EMBANKMENT | | | CONSTRUCTION | | |0011 203E20000 1603.000 CY | 11.38000 18242.14| 4.00000 6412.00| 11.77000 18867.31 EMBANKMENT | | |0012 203E50000 2442.000 SY | 0.56000 1367.52| 0.75000 1831.50| 1.52000 3711.84 SUBGRADE COMPACTION | | |0013 203E60200 206.000 STA | 161.82000 33334.92| 200.00000 41200.00| 155.71000 32076.26 LINEAR GRADING, METHOD A | | |0014 203E60204 846.000 STA | 121.12000 102467.52| 50.00000 42300.00| 135.83000 114912.18 LINEAR GRADING, METHOD B | | |0015 606E13000 20012.500 LF | 8.24000 164903.00| 8.20000 164102.50| 9.05000 181113.13 GUARDRAIL, TYPE 5 | | |0016 606E15500 900.000 LF | 14.87000 13383.00| 12.80000 11520.00| 14.13000 12717.00 GUARDRAIL, BARRIER DESIGN, TYPE 5 | | |0017 606E25000 4.000 EACH| 521.71000 2086.84| 550.00000 2200.00| 607.05000 2428.20 ANCHOR ASSEMBLY, TYPE A | | |0018 606E26100 20.000 EACH| 2191.20000 43824.00| 2095.00000 41900.00| 2312.30000 46246.00 ANCHOR ASSEMBLY, TYPE E | | |0019 606E26500 23.000 EACH| 417.37000 9599.51| 400.00000 9200.00| 441.49000 10154.27 ANCHOR ASSEMBLY, TYPE T | | |0020 606E27850 1.000 EACH| 1565.14000 1565.14| 680.00000 680.00| 750.53000 750.53 ANCHOR ASSEMBLY REBUILT, TYPE E | | |0021 606E35000 4.000 EACH| 939.09000 3756.36| 890.00000 3560.00| 982.31000

3929.24 BRIDGE TERMINAL ASSEMBLY, TYPE 1 | | |0022 606E35100 2.000 EACH| 313.03000 626.06| 350.00000 700.00| 386.30000 772.60 BRIDGE TERMINAL ASSEMBLY, TYPE 2 | | |0023 606E35120 6.000 EACH| 782.57000 4695.42| 825.00000 4950.00| 910.57000 5463.42 BRIDGE TERMINAL ASSEMBLY, TYPE 3 | | |0024 607E15000 51553.000 LF | 3.44000 177342.32| 3.60000 185590.80| 3.97000 204665.41 FENCE, TYPE 47 | | |0025 622E24000 171.000 LF | 126.25000 21588.75| 100.00000 17100.00| 93.82000 16043.22 CONCRETE BARRIER, TYPE D | | |0026 625E32000 9.000 EACH| 156.51000 1408.59| 120.00000 1080.00| 132.45000 1192.05 GROUND ROD | | |0027 690E10360 4.000 EACH| 4173.71000 16694.84| 3725.00000 14900.00| 4111.37000 16445.48 SPECIAL - IMPACT ATTENUATOR, TYPE 1, | | | BI-DIRECTIONAL | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :004 -3 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-1459264 |(2) 31-4357274 |(3) 31-1461736 |TRI-STATE ASPHALT CO |SHELLY COMPANY |EAGLE CONTRACTINGSERVICESLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------

SECTION TOTALS | $ 718,479.31| $ 734,390.50| $ 847,472.82------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0002 EROSION CONTROL | | |0028 207E30000 20000.000 LF | 1.10000 22000.00| 1.00000 20000.00| 2.00000 40000.00 FILTER FABRIC FENCE | | |0029 207E70000 300.000 EACH| 6.72000 2016.00| 5.00000 1500.00| 10.00000 3000.00 STRAW OR HAY BALES | | |0030 601E32100 30.000 CY | 73.43000 2202.90| 100.00000 3000.00| 63.17000 1895.10 ROCK CHANNEL PROTECTION, TYPE B WITH | | | FILTER | | |0031 659E10000 81297.000 SY | 0.28000 22763.16| 0.20000 16259.40| 0.35000 28453.95 SEEDING AND MULCHING | | |0032 659E20000 7.000 TON | 339.11000 2373.77| 250.00000 1750.00| 530.89000 3716.23 COMMERCIAL FERTILIZER | | |0033 659E30000 37.000 TON | 20.87000 772.19| 10.00000 370.00| 54.86000 2029.82 AGRICULTURAL LIMING | | |0034 659E35000 176.000 MGAL| 1.04000 183.04| 1.00000 176.00| 0.55000 96.80 WATER | | |0035 670E41000 17198.000 SY | 1.20000 20637.60| 1.15000 19777.70| 1.62000 27860.76 SLOPE EROSION PROTECTION | | | SECTION TOTALS | $ 72,948.66| $ 62,833.10| $ 107,052.66------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0003 DRAINAGE | | |0036 603E00406 1705.000 LF | 12.52000 21346.60| 20.00000 34100.00| 11.96000 20391.80 4" CONDUIT, TYPE F , 707.17 | | | NON-PERFORATED ASTM D-3034 SDR 35, | | | SS931 OR SS944 | | |0037 604E09001 18.000 EACH| 1593.52000 28683.36| 2500.00000 45000.00| 694.23000 12496.14

CATCH BASIN ADJUSTED TO GRADE, AS PER | | | PLAN | | |0038 604E20800 1.000 EACH| 1622.73000 1622.73| 2000.00000 2000.00| 1423.87000 1423.87 INLET RECONSTRUCTED TO GRADE | | |0039 604E36600 65.000 EACH| 116.86000 7595.90| 100.00000 6500.00| 107.07000 6959.55 SPECIAL - PRECAST REINFORCED CONCRETE | | | OUTLET | | |0040 605E05101 6327.000 LF | 5.16000 32647.32| 5.00000 31635.00| 6.16000 38974.32 4" SHALLOW PIPE UNDERDRAIN, AS PER PLAN | | | , 707.15 | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :004 -4 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-1459264 |(2) 31-4357274 |(3) 31-1461736 |TRI-STATE ASPHALT CO |SHELLY COMPANY |EAGLE CONTRACTINGSERVICESLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0041 605E30001 61823.000 LF | 3.06000 189178.38| 3.00000 185469.00| 4.13000 255328.99 SHALLOW UNDERDRAIN, AS PER PLAN | | | SECTION TOTALS | $ 281,074.29| $ 304,704.00| $ 335,574.67------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0004 PAVEMENT

| | |0042 254E01000 218760.000 SY | 0.54000 118130.40| 1.30000 284388.00| 0.76000 166257.60 PAVEMENT PLANING, BITUMINOUS | | |0043 254E01600 22000.000 SY | 0.62000 13640.00| 0.50000 11000.00| 0.58000 12760.00 PATCHING PLANED SURFACE | | |0044 301E10002 632.000 CY | 65.26000 41244.32| 70.00000 44240.00| 79.12000 50003.84 BITUMINOUS AGGREGATE BASE, AC-20 | | |0045 304E20000 360.000 CY | 56.75000 20430.00| 40.00000 14400.00| 65.36000 23529.60 AGGREGATE BASE | | |0046 407E10000 16715.000 GAL | 0.87000 14542.05| 0.60000 10029.00| 0.70000 11700.50 TACK COAT | | |0047 408E10000 987.000 GAL | 1.51000 1490.37| 0.75000 740.25| 1.16000 1144.92 BITUMINOUS PRIME COAT | | |0048 446E01200 12046.000 CY | 43.51000 524121.46| 60.00000 722760.00| 68.46000 824669.16 ASPHALT CONCRETE INTERMEDIATE COURSE, | | | TYPE 2, AC-20 | | |0049 446E01401 7879.000 CY | 51.69000 407265.51| 70.00000 551530.00| 72.60000 572015.40 ASPHALT CONCRETE SURFACE COURSE, TYPE 1,| | | AC-20, AS PER PLAN | | |0050 448E14101 757.000 CY | 74.91000 56706.87| 50.00000 37850.00| 84.65000 64080.05 ASPHALT CONCRETE INTERMEDIATE COURSE, | | | TYPE 1 (UNDER GUARDRAIL), AS PER PLAN | | |0051 612E42100 137.000 CY | 132.93000 18211.41| 150.00000 20550.00| 55.64000 7622.68 CONCRETE MEDIAN | | | SECTION TOTALS | $ 1,215,782.39| $ 1,697,487.25| $ 1,733,783.75------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0005 TRAFFIC CONTROL | | |0052 620E10300 58.000 EACH| 21.91000 1270.78| 27.00000 1566.00| 29.80000 1728.40 DELINEATOR, TYPE C, POST MOUNTED | | |0053 620E31200 163.000 EACH| 5.22000 850.86| 2.00000 326.00| 2.21000

360.23 DELINEATOR REMOVED FOR DISPOSAL | | |0054 620E40300 4.000 EACH| 10.44000 41.76| 10.00000 40.00| 11.04000 44.16 REFLECTOR, TYPE D | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :004 -5 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-1459264 |(2) 31-4357274 |(3) 31-1461736 |TRI-STATE ASPHALT CO |SHELLY COMPANY |EAGLE CONTRACTINGSERVICESLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0055 621E00100 737.000 EACH| 25.98000 19147.26| 24.90000 18351.30| 27.48000 20252.76 RAISED PAVEMENT MARKER | | |0056 630E00100 5.720 CY | 443.46000 2536.59| 300.00000 1716.00| 331.12000 1894.01 CONCRETE FOR EMBEDDED FOUNDATION | | |0057 630E02100 130.000 LF | 4.12000 535.60| 4.50000 585.00| 4.97000 646.10 GROUND MOUNTED SUPPORT, NO. 2 POST | | |0058 630E03100 408.000 LF | 5.48000 2235.84| 5.00000 2040.00| 5.52000 2252.16 GROUND MOUNTED SUPPORT, NO. 3 POST | | |0059 630E04100 241.000 LF | 6.52000 1571.32| 6.00000 1446.00| 6.62000 1595.42 GROUND MOUNTED SUPPORT, NO. 4 POST | | |0060 630E06500 82.000 LF | 12.52000 1026.64| 10.00000 820.00| 11.04000

905.28 GROUND MOUNTED SUPPORT, W6X9 BEAM | | |0061 630E07600 82.000 LF | 14.35000 1176.70| 13.00000 1066.00| 14.35000 1176.70 GROUND MOUNTED SUPPORT, W10X12 BEAM | | |0062 630E08004 30.000 LF | 6.52000 195.60| 6.00000 180.00| 6.62000 198.60 ONE WAY SUPPORT, NO. 3 POST | | |0063 630E09000 6.000 EACH| 130.43000 782.58| 150.00000 900.00| 165.56000 993.36 BREAKAWAY BEAM CONNECTION | | |0064 630E80100 406.000 SF | 11.48000 4660.88| 12.00000 4872.00| 13.24000 5375.44 SIGN, FLAT SHEET | | |0065 630E80102 201.000 SF | 14.87000 2988.87| 14.00000 2814.00| 15.45000 3105.45 SIGN, FLAT SHEET, TYPE G | | |0066 630E80200 80.000 SF | 16.43000 1314.40| 15.75000 1260.00| 17.38000 1390.40 SIGN, EXTRUSHEET | | |0067 630E80204 85.000 SF | 21.13000 1796.05| 18.00000 1530.00| 19.87000 1688.95 SIGN, EXTRUSHEET, TYPE G | | |0068 630E82000 5.000 EACH| 52.17000 260.85| 125.00000 625.00| 137.97000 689.85 SIGN BACKING ASSEMBLY | | |0069 630E82701 1288.000 SF | 7.83000 10085.04| 11.75000 15134.00| 12.97000 16705.36 REFURBISHING SIGN, AS PER PLAN | | |0070 630E84900 91.000 EACH| 8.35000 759.85| 5.00000 455.00| 5.52000 502.32 REMOVAL OF GROUND MOUNTED SIGN AND | | | DISPOSAL | | |0071 630E85400 1.000 EACH| 52.17000 52.17| 100.00000 100.00| 110.37000 110.37 REMOVAL OF GROUND MOUNTED MAJOR SIGN | | | AND DISPOSAL | | |0072 630E86002 70.000 EACH| 9.39000 657.30| 100.00000 7000.00| 11.04000 772.80 REMOVAL OF GROUND MOUNTED POST SUPPORT | | | AND DISPOSAL | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97

PAGE :004 -6 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-1459264 |(2) 31-4357274 |(3) 31-1461736 |TRI-STATE ASPHALT CO |SHELLY COMPANY |EAGLE CONTRACTINGSERVICESLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0073 630E86102 2.000 EACH| 88.69000 177.38| 150.00000 300.00| 165.56000 331.12 REMOVAL OF GROUND MOUNTED BEAM SUPPORT | | | AND DISPOSAL | | |0074 642E00102 21.750 MILE| 286.94000 6240.95| 275.00000 5981.25| 303.52000 6601.56 EDGE LINE, TYPE 2 | | |0075 642E00202 10.140 MILE| 198.25000 2010.26| 190.00000 1926.60| 209.71000 2126.46 LANE LINE, TYPE 2 | | |0076 642E00302 0.010 MILE| 887.00000 8.87| 850.00000 8.50| 938.17000 9.38 CENTER LINE, TYPE 2 | | |0077 642E00402 1490.000 LF | 0.52000 774.80| 0.50000 745.00| 0.55000 819.50 CHANNELIZING LINE, TYPE 2 | | |0078 642E00502 190.000 LF | 2.87000 545.30| 2.75000 522.50| 3.04000 577.60 STOP LINE, TYPE 2 | | |0079 642E00702 550.000 LF | 1.77000 973.50| 1.70000 935.00| 1.88000 1034.00 TRANSVERSE LINE, TYPE 2 | | |0080 642E00902 80.000 SF | 1.46000 116.80| 1.40000 112.00| 1.55000 124.00

ISLAND MARKING, TYPE 2 | | |0081 802E00100 263.000 EACH| 4.70000 1236.10| 5.00000 1315.00| 5.52000 1451.76 BARRIER REFLECTOR, TYPE A | | |0082 802E00200 11.000 EACH| 6.26000 68.86| 5.00000 55.00| 5.52000 60.72 BARRIER REFLECTOR, TYPE B | | | SECTION TOTALS | $ 66,099.76| $ 74,727.15| $ 75,524.22------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0006 MAINTENANCE OF TRAFFIC | | |0083 614E12460 18.000 EACH| 34.78000 626.04| 100.00000 1800.00| 57.25000 1030.50 WORK ZONE MARKING SIGN | | |0084 614E12470 42.000 EACH| 113.69000 4774.98| 100.00000 4200.00| 57.25000 2404.50 WORK ZONE SPEED LIMIT SIGN | | |0085 614E12500 64.000 SF | 10.43000 667.52| 6.00000 384.00| 25.00000 1600.00 SPECIAL - REPLACEMENT SIGN | | |0086 614E12600 10.000 EACH| 46.95000 469.50| 75.00000 750.00| 67.73000 677.30 SPECIAL - REPLACEMENT DRUM | | |0087 614E12800 662.000 EACH| 5.22000 3455.64| 4.00000 2648.00| 5.52000 3654.24 TEMPORARY RAISED PAVEMENT MARKER | | |0088 614E13300 206.000 EACH| 3.34000 688.04| 5.00000 1030.00| 5.95000 1225.70 BARRIER REFLECTOR, TYPE B | | |0089 614E13350 214.000 EACH| 8.98000 1921.72| 9.00000 1926.00| 7.54000 1613.56 OBJECT MARKER | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :004 -7 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-1459264 |(2) 31-4357274 |(3) 31-1461736 |TRI-STATE ASPHALT CO |SHELLY COMPANY |EAGLE CONTRACTINGSERVICESLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0090 614E20000 29.170 MILE| 154.91000 4518.72| 100.00000 2917.00| 111.24000 3244.87 TEMPORARY LANE LINE, CLASS I | | |0091 614E21000 0.060 MILE| 10434.33000 626.06| 1000.00000 60.00| 11037.25000 662.24 TEMPORARY CENTER LINE, CLASS I | | |0092 614E22000 57.970 MILE| 260.73000 15114.52| 150.00000 8695.50| 307.16000 17806.07 TEMPORARY EDGE LINE, CLASS I | | |0093 614E26000 20.000 LF | 10.43000 208.60| 2.50000 50.00| 11.04000 220.80 TEMPORARY STOP LINE, CLASS I | | |0094 614E28000 1200.000 LF | 2.08000 2496.00| 0.25000 300.00| 5.50000 6600.00 TEMPORARY GORE MARKING, CLASS II | | |0095 615E25001 121.000 SY | 79.90000 9667.90| 50.00000 6050.00| 105.14000 12721.94 TEMPORARY PAVEMENT, CLASS B, AS PER PLAN| | |0096 622E40020 4940.000 LF | 7.20000 35568.00| 5.00000 24700.00| 10.09000 49844.60 PORTABLE CONCRETE BARRIER, 32" | | | SECTION TOTALS | $ 80,803.24| $ 55,510.50| $ 103,306.32------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0007 STRUCTURE REPAIR BRIDGE NO. COL-11-0982 | | |0097 202E11200 LUMP| 260.86000 260.86| 500.00000 500.00| 1103.72000 1103.72 PORTIONS OF STRUCTURE REMOVED | | |0098 512E67502 891.000 SY | 10.43000 9293.13| 8.00000 7128.00| 8.28000

7377.48 SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY) | | |0099 517E76300 518.000 LF | 35.48000 18378.64| 33.75000 17482.50| 37.25000 19295.50 RAILING, MISC.: TOP MOUNTED THRIE BEAM | | | RAILING | | |0100 518E12901 12.000 EACH| 156.51000 1878.12| 150.00000 1800.00| 110.37000 1324.44 SCUPPER, LENGTHENING, AS PER PLAN | | |0101 519E11100 27.000 SF | 52.17000 1408.59| 45.00000 1215.00| 55.19000 1490.13 PATCHING CONCRETE STRUCTURE | | |0102 815E00050 8300.000 SF | 2.50000 20750.00| 2.40000 19920.00| 2.65000 21995.00 SURFACE PREPARATION OF EXISTING STEEL, | | | SYSTEM OZEU | | |0103 815E00056 8300.000 SF | 0.52000 4316.00| 0.50000 4150.00| 0.55000 4565.00 FIELD PAINTING OF EXISTING STEEL, PRIME | | | COAT, SYSTEM OZEU | | |0104 815E00060 8300.000 SF | 0.52000 4316.00| 0.50000 4150.00| 0.55000 4565.00 FIELD PAINTING OF EXISTING STEEL, | | | INTERMEDIATE COAT, SYSTEM OZEU | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :004 -8 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-1459264 |(2) 31-4357274 |(3) 31-1461736 |TRI-STATE ASPHALT CO |SHELLY COMPANY |EAGLE CONTRACTINGSERVICESLINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0105 815E00066 8300.000 SF | 0.52000 4316.00| 0.50000 4150.00| 0.55000 4565.00 FIELD PAINTING OF EXISTING STEEL, | | | FINISH COAT, SYSTEM OZEU | | |0106 815E00504 90.000 MNHR| 20.87000 1878.30| 20.00000 1800.00| 22.07000 1986.30 GRINDING FINS, TEARS, SLIVERS | | |0107 815E00508 926.000 LF | 1.04000 963.04| 1.00000 926.00| 1.10000 1018.60 GRINDING FLANGE EDGES | | | SECTION TOTALS | $ 67,758.68| $ 63,221.50| $ 69,286.17------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0008 BRIDGE NO. COL-11-1103 | | |0108 202E11200 LUMP| 260.86000 260.86| 500.00000 500.00| 1103.72000 1103.72 PORTIONS OF STRUCTURE REMOVED | | |0109 512E67502 923.000 SY | 10.43000 9626.89| 8.00000 7384.00| 8.28000 7642.44 SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY) | | |0110 512E72000 652.000 SY | 83.47000 54422.44| 75.00000 48900.00| 88.30000 57571.60 SPECIAL - EPOXY WATERPROOFING OVERLAY | | | (1/4" THICK) | | |0111 512E72500 LUMP| 1565.14000 1565.14| 1000.00000 1000.00| 2759.31000 2759.31 SPECIAL - TEST PATCH | | |0112 517E76300 546.000 LF | 35.48000 19372.08| 33.75000 18427.50| 37.25000 20338.50 RAILING, MISC.: TOP MOUNTED THRIE BEAM | | | RAILING | | |0113 518E12901 12.000 EACH| 156.51000 1878.12| 150.00000 1800.00| 110.37000 1324.44 SCUPPER, LENGTHENING, AS PER PLAN | | |0114 519E12300 195.000 SY | 26.09000 5087.55| 180.00000 35100.00| 82.78000 16142.10 SPECIAL - PATCHING CONCRETE BRIDGE DECK | | |

- TYPE B | | |0115 815E00050 10500.000 SF | 2.50000 26250.00| 2.40000 25200.00| 2.65000 27825.00 SURFACE PREPARATION OF EXISTING STEEL, | | | SYSTEM OZEU | | |0116 815E00056 10500.000 SF | 0.52000 5460.00| 0.50000 5250.00| 0.55000 5775.00 FIELD PAINTING OF EXISTING STEEL, PRIME | | | COAT, SYSTEM OZEU | | |0117 815E00060 10500.000 SF | 0.52000 5460.00| 0.50000 5250.00| 0.55000 5775.00 FIELD PAINTING OF EXISTING STEEL, | | | INTERMEDIATE COAT, SYSTEM OZEU | | |0118 815E00066 10500.000 SF | 0.52000 5460.00| 0.50000 5250.00| 0.55000 5775.00 FIELD PAINTING OF EXISTING STEEL, | | | FINISH COAT, SYSTEM OZEU | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :004 -9 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-1459264 |(2) 31-4357274 |(3) 31-1461736 |TRI-STATE ASPHALT CO |SHELLY COMPANY |EAGLE CONTRACTINGSERVICESLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0119 815E00504 100.000 MNHR| 20.87000 2087.00| 20.00000 2000.00| 22.07000 2207.00 GRINDING FINS, TEARS, SLIVERS | | |0120 815E00508 965.000 LF | 1.04000 1003.60| 1.00000 965.00| 1.10000

1061.50 GRINDING FLANGE EDGES | | | SECTION TOTALS | $ 137,933.68| $ 157,026.50| $ 155,300.61------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0009 BRIDGE NO. COL-11-1378 L&R | | |0121 202E11200 LUMP| 260.86000 260.86| 500.00000 500.00| 1324.47000 1324.47 PORTIONS OF STRUCTURE REMOVED | | |0122 512E67502 1306.000 SY | 10.43000 13621.58| 8.00000 10448.00| 8.28000 10813.68 SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY) | | |0123 517E76300 624.000 LF | 35.48000 22139.52| 33.75000 21060.00| 37.25000 23244.00 RAILING, MISC.: TOP MOUNTED THRIE BEAM | | | RAILING | | |0124 518E12901 16.000 EACH| 156.51000 2504.16| 150.00000 2400.00| 110.37000 1765.92 SCUPPER, LENGTHENING, AS PER PLAN | | | SECTION TOTALS | $ 38,526.12| $ 34,408.00| $ 37,148.07------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0010 INCIDENTALS | | |0125 103E05000 LUMP| 15912.25000 15912.25| 20000.00000 20000.00| 20032.06000 20032.06 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | |0126 614E11000 LUMP| 95608.00000 95608.00| 100000.00000 100000.00| 141728.99000 141728.99 MAINTAINING TRAFFIC | | |0127 619E15020 LUMP| 10016.89000 10016.89| 20000.00000 20000.00| 4000.00000 4000.00 FIELD OFFICE, TYPE C | | |0128 619E25010 LUMP| 2608.57000 2608.57| 5000.00000 5000.00| 1000.00000 1000.00 SPECIAL - COMPUTER EQUIPMENT FOR TYPE B | | | OR C OFFICE | | |0129 623E10000 LUMP| 8869.13000 8869.13| 15000.00000 15000.00| 13811.35000 13811.35

CONSTRUCTION LAYOUT STAKES | | |0130 624E10000 LUMP| 104864.36000 104864.36| 100000.00000 100000.00| 87991.52000 87991.52 MOBILIZATION | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :004 -10 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-1459264 |(2) 31-4357274 |(3) 31-1461736 |TRI-STATE ASPHALT CO |SHELLY COMPANY |EAGLE CONTRACTINGSERVICESLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 237,879.20| $ 260,000.00| $ 268,563.92------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0004 PAVEMENT | | |0200 254E01001 2573.000 SY | 0.54000 1389.42| 1.30000 3344.90| 1.03000 2650.19 PAVEMENT PLANING, BITUMINOUS, AS PER | | | PLAN | | | SECTION TOTALS | $ 1,389.42| $ 3,344.90| $ 2,650.19------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0006 MAINTENANCE OF TRAFFIC | | |0201 614E11100 20.000 HOUR| 36.00000 720.00| 50.00000 1000.00| 38.95000

779.00 LAW ENFORCEMENT OFFICER WITH PATROL CAR | | | SECTION TOTALS | $ 720.00| $ 1,000.00| $ 779.00------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,919,394.75| $ 3,448,653.40| $ 3,736,442.40==================================================================================================================================== OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :004 -11 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 34-1217581 |(5) 34-1648655 | |HARDRIVES PAVING & CONSTRUCT|PRIME CONTRACTORS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0001 ROADWAY | | |0001 201E11001 LUMP| 65000.00000 65000.00| 172000.00000 172000.00| CLEARING AND GRUBBING, AS PER PLAN | | |0002 202E30500 739.000 LF | 8.00000 5912.00| 7.00000 5173.00| CONCRETE MEDIAN REMOVED | | |0003 202E38101 19987.500 LF | 1.10000 21986.25| 1.00000 19987.50| GUARDRAIL REMOVED FOR STORAGE, AS PER | | | PLAN | | |0004 202E38300 400.000 LF | 1.70000 680.00| 2.00000 800.00| GUARDRAIL REMOVED, BARRIER DESIGN | | |0005 202E42810 1.000 EACH| 400.00000 400.00| 300.00000 300.00|

ANCHOR ASSEMBLY REMOVED FOR REUSE, TYPE | | | E | | |0006 202E54101 737.000 EACH| 5.00000 3685.00| 6.00000 4422.00| RAISED PAVEMENT MARKER REMOVED FOR | | | STORAGE, AS PER PLAN | | |0007 202E58500 1.000 EACH| 1000.00000 1000.00| 300.00000 300.00| CATCH BASIN ABANDONED | | |0008 202E75000 32138.000 LF | 1.70000 54634.60| 1.50000 48207.00| FENCE REMOVED | | |0009 202E98100 20.000 EACH| 235.00000 4700.00| 500.00000 10000.00| REMOVAL MISC.: CATCH BASIN CLEANOUT | | |0010 203E12000 2443.000 CY | 7.50000 18322.50| 7.50000 18322.50| EXCAVATION NOT INCLUDING EMBANKMENT | | | CONSTRUCTION | | |0011 203E20000 1603.000 CY | 6.00000 9618.00| 8.00000 12824.00| EMBANKMENT | | |0012 203E50000 2442.000 SY | 2.00000 4884.00| 2.00000 4884.00| SUBGRADE COMPACTION | | |0013 203E60200 206.000 STA | 60.00000 12360.00| 300.00000 61800.00| LINEAR GRADING, METHOD A | | |0014 203E60204 846.000 STA | 60.00000 50760.00| 190.00000 160740.00| LINEAR GRADING, METHOD B | | |0015 606E13000 20012.500 LF | 9.10000 182113.75| 10.50000 210131.25| GUARDRAIL, TYPE 5 | | |0016 606E15500 900.000 LF | 13.00000 11700.00| 14.00000 12600.00| GUARDRAIL, BARRIER DESIGN, TYPE 5 | | |0017 606E25000 4.000 EACH| 700.00000 2800.00| 600.00000 2400.00| ANCHOR ASSEMBLY, TYPE A | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :004 -12 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 34-1217581 |(5) 34-1648655 |

|HARDRIVES PAVING & CONSTRUCT|PRIME CONTRACTORS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0018 606E26100 20.000 EACH| 2250.00000 45000.00| 2200.00000 44000.00| ANCHOR ASSEMBLY, TYPE E | | |0019 606E26500 23.000 EACH| 420.00000 9660.00| 400.00000 9200.00| ANCHOR ASSEMBLY, TYPE T | | |0020 606E27850 1.000 EACH| 1500.00000 1500.00| 1000.00000 1000.00| ANCHOR ASSEMBLY REBUILT, TYPE E | | |0021 606E35000 4.000 EACH| 920.00000 3680.00| 900.00000 3600.00| BRIDGE TERMINAL ASSEMBLY, TYPE 1 | | |0022 606E35100 2.000 EACH| 365.00000 730.00| 350.00000 700.00| BRIDGE TERMINAL ASSEMBLY, TYPE 2 | | |0023 606E35120 6.000 EACH| 875.00000 5250.00| 850.00000 5100.00| BRIDGE TERMINAL ASSEMBLY, TYPE 3 | | |0024 607E15000 51553.000 LF | 3.65000 188168.45| 3.50000 180435.50| FENCE, TYPE 47 | | |0025 622E24000 171.000 LF | 125.00000 21375.00| 130.00000 22230.00| CONCRETE BARRIER, TYPE D | | |0026 625E32000 9.000 EACH| 160.00000 1440.00| 150.00000 1350.00| GROUND ROD | | |0027 690E10360 4.000 EACH| 4100.00000 16400.00| 4000.00000 16000.00| SPECIAL - IMPACT ATTENUATOR, TYPE 1, | | | BI-DIRECTIONAL | | | SECTION TOTALS | $ 743,759.55| $ 1,028,506.75|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0002 EROSION CONTROL | | |0028 207E30000 20000.000 LF | 1.15000 23000.00| 3.50000 70000.00| FILTER FABRIC FENCE | | |0029 207E70000 300.000 EACH| 2.00000 600.00| 5.00000 1500.00| STRAW OR HAY BALES | | |0030 601E32100 30.000 CY | 75.00000 2250.00| 90.00000 2700.00| ROCK CHANNEL PROTECTION, TYPE B WITH | | | FILTER | | |0031 659E10000 81297.000 SY | 0.36000 29266.92| 0.33000 26828.01| SEEDING AND MULCHING | | |0032 659E20000 7.000 TON | 360.00000 2520.00| 500.00000 3500.00| COMMERCIAL FERTILIZER | | |0033 659E30000 37.000 TON | 52.00000 1924.00| 50.00000 1850.00|

AGRICULTURAL LIMING | | |0034 659E35000 176.000 MGAL| 0.50000 88.00| 1.00000 176.00| WATER | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :004 -13 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 34-1217581 |(5) 34-1648655 | |HARDRIVES PAVING & CONSTRUCT|PRIME CONTRACTORS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0035 670E41000 17198.000 SY | 1.80000 30956.40| 1.50000 25797.00| SLOPE EROSION PROTECTION | | | SECTION TOTALS | $ 90,605.32| $ 132,351.01|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0003 DRAINAGE | | |0036 603E00406 1705.000 LF | 8.50000 14492.50| 15.00000 25575.00| 4" CONDUIT, TYPE F , 707.17 | | | NON-PERFORATED ASTM D-3034 SDR 35, | | | SS931 OR SS944 | | |0037 604E09001 18.000 EACH| 300.00000 5400.00| 200.00000 3600.00| CATCH BASIN ADJUSTED TO GRADE, AS PER | | | PLAN | | |0038 604E20800 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| INLET RECONSTRUCTED TO GRADE | | |0039 604E36600 65.000 EACH| 115.00000 7475.00| 175.00000 11375.00| SPECIAL - PRECAST REINFORCED CONCRETE | | | OUTLET | | |

0040 605E05101 6327.000 LF | 7.50000 47452.50| 5.30000 33533.10| 4" SHALLOW PIPE UNDERDRAIN, AS PER PLAN | | | , 707.15 | | |0041 605E30001 61823.000 LF | 3.75000 231836.25| 5.50000 340026.50| SHALLOW UNDERDRAIN, AS PER PLAN | | | SECTION TOTALS | $ 307,656.25| $ 415,109.60|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0004 PAVEMENT | | |0042 254E01000 218760.000 SY | 0.45000 98442.00| 1.00000 218760.00| PAVEMENT PLANING, BITUMINOUS | | |0043 254E01600 22000.000 SY | 1.00000 22000.00| 1.00000 22000.00| PATCHING PLANED SURFACE | | |0044 301E10002 632.000 CY | 100.00000 63200.00| 75.00000 47400.00| BITUMINOUS AGGREGATE BASE, AC-20 | | |0045 304E20000 360.000 CY | 28.50000 10260.00| 45.00000 16200.00| AGGREGATE BASE | | |0046 407E10000 16715.000 GAL | 1.00000 16715.00| 0.25000 4178.75| TACK COAT | | |0047 408E10000 987.000 GAL | 1.90000 1875.30| 0.50000 493.50| BITUMINOUS PRIME COAT | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :004 -14 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 34-1217581 |(5) 34-1648655 | |HARDRIVES PAVING & CONSTRUCT|PRIME CONTRACTORS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------

0048 446E01200 12046.000 CY | 75.00000 903450.00| 67.40000 811900.40| ASPHALT CONCRETE INTERMEDIATE COURSE, | | | TYPE 2, AC-20 | | |0049 446E01401 7879.000 CY | 75.00000 590925.00| 77.71000 612277.09| ASPHALT CONCRETE SURFACE COURSE, TYPE 1,| | | AC-20, AS PER PLAN | | |0050 448E14101 757.000 CY | 125.00000 94625.00| 87.00000 65859.00| ASPHALT CONCRETE INTERMEDIATE COURSE, | | | TYPE 1 (UNDER GUARDRAIL), AS PER PLAN | | |0051 612E42100 137.000 CY | 230.00000 31510.00| 225.00000 30825.00| CONCRETE MEDIAN | | | SECTION TOTALS | $ 1,833,002.30| $ 1,829,893.74|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0005 TRAFFIC CONTROL | | |0052 620E10300 58.000 EACH| 32.00000 1856.00| 30.00000 1740.00| DELINEATOR, TYPE C, POST MOUNTED | | |0053 620E31200 163.000 EACH| 5.50000 896.50| 5.00000 815.00| DELINEATOR REMOVED FOR DISPOSAL | | |0054 620E40300 4.000 EACH| 100.00000 400.00| 10.00000 40.00| REFLECTOR, TYPE D | | |0055 621E00100 737.000 EACH| 27.00000 19899.00| 27.50000 20267.50| RAISED PAVEMENT MARKER | | |0056 630E00100 5.720 CY | 310.00000 1773.20| 300.00000 1716.00| CONCRETE FOR EMBEDDED FOUNDATION | | |0057 630E02100 130.000 LF | 5.50000 715.00| 5.00000 650.00| GROUND MOUNTED SUPPORT, NO. 2 POST | | |0058 630E03100 408.000 LF | 6.50000 2652.00| 6.00000 2448.00| GROUND MOUNTED SUPPORT, NO. 3 POST | | |0059 630E04100 241.000 LF | 7.50000 1807.50| 7.00000 1687.00| GROUND MOUNTED SUPPORT, NO. 4 POST | | |0060 630E06500 82.000 LF | 10.50000 861.00| 10.00000 820.00| GROUND MOUNTED SUPPORT, W6X9 BEAM | | |0061 630E07600 82.000 LF | 15.50000 1271.00| 15.00000 1230.00| GROUND MOUNTED SUPPORT, W10X12 BEAM | | |0062 630E08004 30.000 LF | 10.00000 300.00| 8.00000 240.00| ONE WAY SUPPORT, NO. 3 POST | | |0063 630E09000 6.000 EACH| 225.00000 1350.00| 200.00000 1200.00| BREAKAWAY BEAM CONNECTION | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :

004 -15 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 34-1217581 |(5) 34-1648655 | |HARDRIVES PAVING & CONSTRUCT|PRIME CONTRACTORS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0064 630E80100 406.000 SF | 14.50000 5887.00| 15.00000 6090.00| SIGN, FLAT SHEET | | |0065 630E80102 201.000 SF | 16.50000 3316.50| 20.00000 4020.00| SIGN, FLAT SHEET, TYPE G | | |0066 630E80200 80.000 SF | 18.50000 1480.00| 20.00000 1600.00| SIGN, EXTRUSHEET | | |0067 630E80204 85.000 SF | 21.00000 1785.00| 20.00000 1700.00| SIGN, EXTRUSHEET, TYPE G | | |0068 630E82000 5.000 EACH| 130.00000 650.00| 125.00000 625.00| SIGN BACKING ASSEMBLY | | |0069 630E82701 1288.000 SF | 13.50000 17388.00| 14.00000 18032.00| REFURBISHING SIGN, AS PER PLAN | | |0070 630E84900 91.000 EACH| 11.00000 1001.00| 10.00000 910.00| REMOVAL OF GROUND MOUNTED SIGN AND | | | DISPOSAL | | |0071 630E85400 1.000 EACH| 210.00000 210.00| 200.00000 200.00| REMOVAL OF GROUND MOUNTED MAJOR SIGN | | | AND DISPOSAL | | |0072 630E86002 70.000 EACH| 10.50000 735.00| 10.00000 700.00| REMOVAL OF GROUND MOUNTED POST SUPPORT | | | AND DISPOSAL | | |0073 630E86102 2.000 EACH| 150.00000 300.00| 125.00000 250.00| REMOVAL OF GROUND MOUNTED BEAM SUPPORT | | | AND DISPOSAL | | |0074 642E00102 21.750 MILE| 325.00000 7068.75| 310.00000 6742.50| EDGE LINE, TYPE 2 | | |

0075 642E00202 10.140 MILE| 200.00000 2028.00| 310.00000 3143.40| LANE LINE, TYPE 2 | | |0076 642E00302 0.010 MILE| 10000.00000 100.00| 10000.00000 100.00| CENTER LINE, TYPE 2 | | |0077 642E00402 1490.000 LF | 1.10000 1639.00| 1.00000 1490.00| CHANNELIZING LINE, TYPE 2 | | |0078 642E00502 190.000 LF | 2.70000 513.00| 3.00000 570.00| STOP LINE, TYPE 2 | | |0079 642E00702 550.000 LF | 2.60000 1430.00| 2.00000 1100.00| TRANSVERSE LINE, TYPE 2 | | |0080 642E00902 80.000 SF | 4.00000 320.00| 5.00000 400.00| ISLAND MARKING, TYPE 2 | | |0081 802E00100 263.000 EACH| 6.25000 1643.75| 10.00000 2630.00| BARRIER REFLECTOR, TYPE A | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :004 -16 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 34-1217581 |(5) 34-1648655 | |HARDRIVES PAVING & CONSTRUCT|PRIME CONTRACTORS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0082 802E00200 11.000 EACH| 20.00000 220.00| 10.00000 110.00| BARRIER REFLECTOR, TYPE B | | | SECTION TOTALS | $ 81,496.20| $ 83,266.40|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0006 MAINTENANCE OF TRAFFIC | | |0083 614E12460 18.000 EACH| 100.00000 1800.00| 50.00000 900.00|

WORK ZONE MARKING SIGN | | |0084 614E12470 42.000 EACH| 65.00000 2730.00| 50.00000 2100.00| WORK ZONE SPEED LIMIT SIGN | | |0085 614E12500 64.000 SF | 14.00000 896.00| 75.00000 4800.00| SPECIAL - REPLACEMENT SIGN | | |0086 614E12600 10.000 EACH| 100.00000 1000.00| 75.00000 750.00| SPECIAL - REPLACEMENT DRUM | | |0087 614E12800 662.000 EACH| 3.75000 2482.50| 3.00000 1986.00| TEMPORARY RAISED PAVEMENT MARKER | | |0088 614E13300 206.000 EACH| 5.75000 1184.50| 7.00000 1442.00| BARRIER REFLECTOR, TYPE B | | |0089 614E13350 214.000 EACH| 11.00000 2354.00| 20.00000 4280.00| OBJECT MARKER | | |0090 614E20000 29.170 MILE| 275.00000 8021.75| 350.00000 10209.50| TEMPORARY LANE LINE, CLASS I | | |0091 614E21000 0.060 MILE| 2000.00000 120.00| 10000.00000 600.00| TEMPORARY CENTER LINE, CLASS I | | |0092 614E22000 57.970 MILE| 418.00000 24231.46| 500.00000 28985.00| TEMPORARY EDGE LINE, CLASS I | | |0093 614E26000 20.000 LF | 2.60000 52.00| 10.00000 200.00| TEMPORARY STOP LINE, CLASS I | | |0094 614E28000 1200.000 LF | 2.60000 3120.00| 1.00000 1200.00| TEMPORARY GORE MARKING, CLASS II | | |0095 615E25001 121.000 SY | 42.00000 5082.00| 25.00000 3025.00| TEMPORARY PAVEMENT, CLASS B, AS PER PLAN| | |0096 622E40020 4940.000 LF | 14.50000 71630.00| 10.00000 49400.00| PORTABLE CONCRETE BARRIER, 32" | | | SECTION TOTALS | $ 124,704.21| $ 109,877.50|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0007 STRUCTURE REPAIR BRIDGE NO. COL-11-0982 | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :004 -17 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 34-1217581 |(5) 34-1648655 | |HARDRIVES PAVING & CONSTRUCT|PRIME CONTRACTORS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0097 202E11200 LUMP| 2000.00000 2000.00| 500.00000 500.00| PORTIONS OF STRUCTURE REMOVED | | |0098 512E67502 891.000 SY | 9.00000 8019.00| 8.00000 7128.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY) | | |0099 517E76300 518.000 LF | 37.00000 19166.00| 35.00000 18130.00| RAILING, MISC.: TOP MOUNTED THRIE BEAM | | | RAILING | | |0100 518E12901 12.000 EACH| 160.00000 1920.00| 150.00000 1800.00| SCUPPER, LENGTHENING, AS PER PLAN | | |0101 519E11100 27.000 SF | 50.00000 1350.00| 45.00000 1215.00| PATCHING CONCRETE STRUCTURE | | |0102 815E00050 8300.000 SF | 3.40000 28220.00| 3.00000 24900.00| SURFACE PREPARATION OF EXISTING STEEL, | | | SYSTEM OZEU | | |0103 815E00056 8300.000 SF | 0.75000 6225.00| 0.60000 4980.00| FIELD PAINTING OF EXISTING STEEL, PRIME | | | COAT, SYSTEM OZEU | | |0104 815E00060 8300.000 SF | 0.75000 6225.00| 0.60000 4980.00| FIELD PAINTING OF EXISTING STEEL, | | | INTERMEDIATE COAT, SYSTEM OZEU | | |0105 815E00066 8300.000 SF | 0.75000 6225.00| 0.60000 4980.00| FIELD PAINTING OF EXISTING STEEL, | | | FINISH COAT, SYSTEM OZEU | | |0106 815E00504 90.000 MNHR| 25.00000 2250.00| 20.00000 1800.00| GRINDING FINS, TEARS, SLIVERS | | |0107 815E00508 926.000 LF | 1.50000 1389.00| 1.00000 926.00| GRINDING FLANGE EDGES | | | SECTION TOTALS | $ 82,989.00| $ 71,339.00|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0008 BRIDGE NO. COL-11-1103 | | |

0108 202E11200 LUMP| 1000.00000 1000.00| 500.00000 500.00| PORTIONS OF STRUCTURE REMOVED | | |0109 512E67502 923.000 SY | 9.00000 8307.00| 10.00000 9230.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY) | | |0110 512E72000 652.000 SY | 80.00000 52160.00| 75.00000 48900.00| SPECIAL - EPOXY WATERPROOFING OVERLAY | | | (1/4" THICK) | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :004 -18 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 34-1217581 |(5) 34-1648655 | |HARDRIVES PAVING & CONSTRUCT|PRIME CONTRACTORS INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0111 512E72500 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| SPECIAL - TEST PATCH | | |0112 517E76300 546.000 LF | 37.00000 20202.00| 35.00000 19110.00| RAILING, MISC.: TOP MOUNTED THRIE BEAM | | | RAILING | | |0113 518E12901 12.000 EACH| 160.00000 1920.00| 150.00000 1800.00| SCUPPER, LENGTHENING, AS PER PLAN | | |0114 519E12300 195.000 SY | 200.00000 39000.00| 180.00000 35100.00| SPECIAL - PATCHING CONCRETE BRIDGE DECK | | | - TYPE B | | |0115 815E00050 10500.000 SF | 2.90000 30450.00| 3.00000 31500.00| SURFACE PREPARATION OF EXISTING STEEL, | | | SYSTEM OZEU | | |0116 815E00056 10500.000 SF | 0.75000 7875.00| 0.60000 6300.00|

FIELD PAINTING OF EXISTING STEEL, PRIME | | | COAT, SYSTEM OZEU | | |0117 815E00060 10500.000 SF | 0.75000 7875.00| 0.60000 6300.00| FIELD PAINTING OF EXISTING STEEL, | | | INTERMEDIATE COAT, SYSTEM OZEU | | |0118 815E00066 10500.000 SF | 0.75000 7875.00| 0.60000 6300.00| FIELD PAINTING OF EXISTING STEEL, | | | FINISH COAT, SYSTEM OZEU | | |0119 815E00504 100.000 MNHR| 25.00000 2500.00| 20.00000 2000.00| GRINDING FINS, TEARS, SLIVERS | | |0120 815E00508 965.000 LF | 1.30000 1254.50| 1.00000 965.00| GRINDING FLANGE EDGES | | | SECTION TOTALS | $ 181,918.50| $ 169,005.00|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0009 BRIDGE NO. COL-11-1378 L&R | | |0121 202E11200 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| PORTIONS OF STRUCTURE REMOVED | | |0122 512E67502 1306.000 SY | 9.00000 11754.00| 8.00000 10448.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY) | | |0123 517E76300 624.000 LF | 37.50000 23400.00| 35.00000 21840.00| RAILING, MISC.: TOP MOUNTED THRIE BEAM | | | RAILING | | |0124 518E12901 16.000 EACH| 200.00000 3200.00| 150.00000 2400.00| SCUPPER, LENGTHENING, AS PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :004 -19 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 34-1217581 |(5) 34-1648655 | |HARDRIVES PAVING & CONSTRUCT|PRIME CONTRACTORS INC |

LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 39,354.00| $ 35,688.00|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0010 INCIDENTALS | | |0125 103E05000 LUMP| 27000.00000 27000.00| 100000.00000 100000.00| PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | |0126 614E11000 LUMP| 165000.00000 165000.00| 402000.00000 402000.00| MAINTAINING TRAFFIC | | |0127 619E15020 LUMP| 9000.00000 9000.00| 30000.00000 30000.00| FIELD OFFICE, TYPE C | | |0128 619E25010 LUMP| 9000.00000 9000.00| 10000.00000 10000.00| SPECIAL - COMPUTER EQUIPMENT FOR TYPE B | | | OR C OFFICE | | |0129 623E10000 LUMP| 20000.00000 20000.00| 35000.00000 35000.00| CONSTRUCTION LAYOUT STAKES | | |0130 624E10000 LUMP| 40000.00000 40000.00| 40000.00000 40000.00| MOBILIZATION | | | SECTION TOTALS | $ 270,000.00| $ 617,000.00|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0004 PAVEMENT | | |0200 254E01001 2573.000 SY | 2.00000 5146.00| 2.00000 5146.00| PAVEMENT PLANING, BITUMINOUS, AS PER | | | PLAN | | | SECTION TOTALS | $ 5,146.00| $ 5,146.00|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0006 MAINTENANCE OF TRAFFIC | | |0201 614E11100 20.000 HOUR| 50.00000 1000.00| 50.00000 1000.00| LAW ENFORCEMENT OFFICER WITH PATROL CAR | | | SECTION TOTALS | $ 1,000.00| $ 1,000.00|------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,761,631.33| $ 4,498,183.00|==========================================================================================================================

==========


ODOT PROJECT NUMBER : 970006 AWARDED VENDOR NUMBER : 31-4366382 CALL ORDER : 006 CONTRACT ID : CHOC11289 COUNTIES : HOCKING LETTING DATE : 01/08/97 10:00 AM DISTRICT : 10 CONTRACT TIME : 08/15/97 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : TEA FOR IMPROVING SECTION HOC-374-01.84, STATE ROUTE 374 BRF-92D(22) IN BENTON TOWNSHIP, HOCKING COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, DRAINING AND PAVING WITH ASPHALT CONCRETE. ALSO CONSTRUCTING RETAINING WALL WITH STONE MASONRY AND BY CONSTRUCTING: BRIDGE NO. HOC-374-0188, A SINGLE SPAN PRESTRESSED BOX BEAM ON CONCRETE DECK (SPAN 45.88' C/C BEARINGS ROADWAY 38'-0") ON RECONSTRUCTED CONCRETE ABUTMENTS, OVER QUEER CREEK.

SET-ASIDE :

VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-4366382 COMPLETE GENERAL CONSTRUCTION COMPANY $ 982,183.65 100.0000% 2 31-0678207 RATZLAFF CONSTRUCTION COMPANY INC $ 999,060.00 101.7182% 3 31-0728277 MAIDEN & JENKINS CONSTRUCTION COMPANY $ 1,095,000.00 111.4862%==================================================================================================================================== |(1) 31-4366382 |(2) 31-0678207 |(3) 31-0728277 |COMPLETE GENERAL CONSTRUCTIO|RATZLAFF CONSTRUCTION COMPAN|MAIDEN & JENKINSCONSTRUCTIOLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------

SECTION 0001 ROADWAY | | |0001 201E11000 LUMP| 25000.00000 25000.00| 19400.00000 19400.00| 41997.40000 41997.40 CLEARING AND GRUBBING | | |0002 202E23500 96.000 SY | 6.00000 576.00| 5.00000 480.00| 8.00000 768.00 WEARING COURSE REMOVED | | |0003 202E35100 76.000 LF | 10.00000 760.00| 2.00000 152.00| 20.00000 1520.00 PIPE REMOVED, 24" AND UNDER | | |0004 202E38000 365.000 LF | 1.40000 511.00| 1.50000 547.50| 1.50000 547.50 GUARDRAIL REMOVED | | |0005 202E75250 1.000 EACH| 300.00000 300.00| 300.00000 300.00| 895.00000 895.00 GATE REMOVED | | |0006 203E12000 4290.000 CY | 20.00000 85800.00| 8.00000 34320.00| 17.00000 72930.00 EXCAVATION NOT INCLUDING EMBANKMENT | | | CONSTRUCTION | | |0007 203E20000 860.000 CY | 16.00000 13760.00| 7.00000 6020.00| 7.00000 6020.00 EMBANKMENT | | |0008 203E50000 2185.000 SY | 2.00000 4370.00| 1.00000 2185.00| 1.25000 2731.25 SUBGRADE COMPACTION | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :006 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970006 AWARDED VENDOR NUMBER : 31-4366382 CALL ORDER : 006 CONTRACT ID : CHOC11289 COUNTIES : HOCKING LETTING DATE : 01/08/97 10:00 AM DISTRICT : 10

SET-ASIDE :

==================================================================================================================================== |(1) 31-4366382 |(2) 31-0678207 |(3) 31-0728277 |COMPLETE GENERAL CONSTRUCTIO|RATZLAFF CONSTRUCTION COMPAN|MAIDEN & JENKINS

CONSTRUCTIOLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0009 604E38500 8.000 EACH| 350.00000 2800.00| 250.00000 2000.00| 350.00000 2800.00 MONUMENT ASSEMBLY | | |0010 606E13000 175.000 LF | 19.80000 3465.00| 21.00000 3675.00| 21.00000 3675.00 GUARDRAIL, TYPE 5 | | |0011 606E98000 2.000 LF | 1575.00000 3150.00| 1800.00000 3600.00| 1800.00000 3600.00 GUARDRAIL, MISC.: BRIDGE TERMINAL | | | ASSEMBLY, AS PER PLAN | | | SECTION TOTALS | $ 140,492.00| $ 72,679.50| $ 137,484.15------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0002 EROSION CONTROL | | |0012 207E10000 800.000 SY | 0.20000 160.00| 0.10000 80.00| 0.23000 184.00 TEMPORARY SEEDING AND MULCHING | | |0013 207E30000 200.000 LF | 3.00000 600.00| 1.00000 200.00| 4.50000 900.00 FILTER FABRIC FENCE | | |0014 207E55500 100.000 SY | 1.25000 125.00| 3.50000 350.00| 1.50000 150.00 TEMPORARY DITCH PROTECTION | | |0015 207E70000 50.000 EACH| 6.00000 300.00| 1.00000 50.00| 6.00000 300.00 STRAW OR HAY BALES | | |0016 601E32200 3.000 CY | 75.00000 225.00| 35.00000 105.00| 69.00000 207.00 ROCK CHANNEL PROTECTION, TYPE C WITH | | | FILTER | | |0017 601E32204 36.000 CY | 58.00000 2088.00| 50.00000 1800.00| 55.00000 1980.00 ROCK CHANNEL PROTECTION, TYPE C WITH | | | FABRIC FILTER | | |0018 601E34200 10.000 CY | 55.00000 550.00| 40.00000 400.00| 56.00000 560.00

ROCK CHANNEL PROTECTION, TYPE C WITHOUT | | | FILTER | | |0019 659E10000 3600.000 SY | 0.95000 3420.00| 1.00000 3600.00| 1.00000 3600.00 SEEDING AND MULCHING | | |0020 659E20000 0.500 TON | 350.00000 175.00| 500.00000 250.00| 367.00000 183.50 COMMERCIAL FERTILIZER | | |0021 659E30000 2.000 TON | 50.00000 100.00| 100.00000 200.00| 52.00000 104.00 AGRICULTURAL LIMING | | |0022 659E35000 8.000 MGAL| 1.00000 8.00| 2.00000 16.00| 1.05000 8.40 WATER | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :006 -3 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-4366382 |(2) 31-0678207 |(3) 31-0728277 |COMPLETE GENERAL CONSTRUCTIO|RATZLAFF CONSTRUCTION COMPAN|MAIDEN & JENKINSCONSTRUCTIOLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 7,751.00| $ 7,051.00| $ 8,176.90------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0003 DRAINAGE | | |0023 602E20000 0.600 CY | 1500.00000 900.00| 500.00000 300.00| 2000.00000

1200.00 CONCRETE MASONRY | | |0024 603E00406 54.000 LF | 15.00000 810.00| 5.00000 270.00| 10.00000 540.00 4" CONDUIT, TYPE F , 707.19 | | | NON-PERFORATED ASTM 3034 SDR 35 SS 931 | | | OR SS 944 | | |0025 603E04400 171.000 LF | 48.00000 8208.00| 20.00000 3420.00| 67.00000 11457.00 12" CONDUIT, TYPE B | | |0026 603E07200 50.000 LF | 55.00000 2750.00| 30.00000 1500.00| 90.00000 4500.00 18" CONDUIT, TYPE A | | |0027 604E01600 2.000 EACH| 2000.00000 4000.00| 1200.00000 2400.00| 2350.00000 4700.00 CATCH BASIN, NO. 5 | | |0028 604E04100 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1350.00000 1350.00 CATCH BASIN, NO. 2-2A | | |0029 604E60000 23.000 LF | 150.00000 3450.00| 100.00000 2300.00| 175.00000 4025.00 SPECIAL - TRENCH DRAIN | | |0030 605E05100 405.000 LF | 6.00000 2430.00| 6.00000 2430.00| 5.00000 2025.00 4" SHALLOW PIPE UNDERDRAIN | | |0031 605E31100 44.000 LF | 10.00000 440.00| 5.00000 220.00| 25.00000 1100.00 AGGREGATE DRAIN | | | SECTION TOTALS | $ 24,488.00| $ 14,340.00| $ 30,897.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0004 PAVEMENT | | |0032 301E10002 247.000 CY | 90.00000 22230.00| 85.00000 20995.00| 105.00000 25935.00 BITUMINOUS AGGREGATE BASE, AC-20 | | |0033 304E20000 360.000 CY | 40.00000 14400.00| 35.00000 12600.00| 42.00000 15120.00 AGGREGATE BASE | | |0034 402E20000 109.000 CY | 100.00000 10900.00| 95.00000 10355.00| 126.00000 13734.00 ASPHALT CONCRETE, AC-20 | | |0035 404E20000 73.000 CY | 125.00000 9125.00| 105.00000 7665.00| 147.00000

10731.00 ASPHALT CONCRETE, AC-20 | | |0036 407E10000 8.000 GAL | 20.00000 160.00| 10.00000 80.00| 2.10000 16.80 TACK COAT | | |0037 408E10000 865.000 GAL | 1.50000 1297.50| 2.00000 1730.00| 1.05000 908.25 BITUMINOUS PRIME COAT | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :006 -4 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-4366382 |(2) 31-0678207 |(3) 31-0728277 |COMPLETE GENERAL CONSTRUCTIO|RATZLAFF CONSTRUCTION COMPAN|MAIDEN & JENKINSCONSTRUCTIOLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0038 611E10001 130.000 SY | 125.00000 16250.00| 120.00000 15600.00| 148.00000 19240.00 REINFORCED CONCRETE APPROACH SLAB | | | (T=12"), AS PER PLAN | | | SECTION TOTALS | $ 74,362.50| $ 69,025.00| $ 85,685.05------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0005 TRAFFIC CONTROL | | |0039 642E00090 0.390 MILE| 1905.00000 742.95| 3000.00000 1170.00| 2000.00000 780.00 EDGE LINE | | |

0040 642E00290 0.200 MILE| 1905.00000 381.00| 3000.00000 600.00| 2000.00000 400.00 CENTER LINE | | |0041 642E00490 10.000 LF | 2.39000 23.90| 5.00000 50.00| 2.50000 25.00 STOP LINE | | |0042 802E00100 5.000 EACH| 4.80000 24.00| 10.00000 50.00| 5.00000 25.00 BARRIER REFLECTOR, TYPE A | | | SECTION TOTALS | $ 1,171.85| $ 1,870.00| $ 1,230.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0006 MAINTENANCE OF TRAFFIC | | |0043 404E35000 25.000 CY | 80.00000 2000.00| 20.00000 500.00| 125.00000 3125.00 BITUMINOUS CONCRETE FOR MAINTAINING | | | TRAFFIC | | |0044 614E12600 50.000 EACH| 50.00000 2500.00| 20.00000 1000.00| 55.00000 2750.00 SPECIAL - REPLACEMENT DRUM | | |0045 614E12800 1728.000 EACH| 3.50000 6048.00| 3.00000 5184.00| 4.00000 6912.00 TEMPORARY RAISED PAVEMENT MARKER | | |0046 614E13302 54.000 EACH| 10.00000 540.00| 8.00000 432.00| 5.00000 270.00 BARRIER REFLECTOR, TYPE B2 | | |0047 614E13350 108.000 EACH| 10.00000 1080.00| 15.00000 1620.00| 11.00000 1188.00 OBJECT MARKER | | |0048 614E21000 0.070 MILE| 12000.00000 840.00| 8000.00000 560.00| 12000.00000 840.00 TEMPORARY CENTER LINE, CLASS I | | |0049 614E22000 0.080 MILE| 6000.00000 480.00| 8000.00000 640.00| 13000.00000 1040.00 TEMPORARY EDGE LINE, CLASS I | | |0050 614E26000 30.000 LF | 3.28000 98.40| 20.00000 600.00| 15.00000 450.00 TEMPORARY STOP LINE, CLASS I | | |0051 615E25000 197.000 SY | 75.00000 14775.00| 35.00000 6895.00| 48.00000 9456.00 TEMPORARY PAVEMENT, CLASS B | | |0052 616E10000 50.000 MGAL| 20.00000 1000.00| 1.00000 50.00| 15.00000

750.00 WATER | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :006 -5 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-4366382 |(2) 31-0678207 |(3) 31-0728277 |COMPLETE GENERAL CONSTRUCTIO|RATZLAFF CONSTRUCTION COMPAN|MAIDEN & JENKINSCONSTRUCTIOLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0053 616E20000 5.000 TON | 200.00000 1000.00| 20.00000 100.00| 425.00000 2125.00 CALCIUM CHLORIDE | | |0054 622E40020 1160.000 LF | 12.00000 13920.00| 20.00000 23200.00| 10.00000 11600.00 PORTABLE CONCRETE BARRIER, 32" | | |0055 622E40040 120.000 LF | 16.00000 1920.00| 25.00000 3000.00| 12.00000 1440.00 PORTABLE CONCRETE BARRIER, 32", BRIDGE | | | MOUNTED | | | SECTION TOTALS | $ 46,201.40| $ 43,781.00| $ 41,946.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0007 MISCELLANEOUS STRUCTURE-SITE ENHANCEMENT | | |0056 304E20000 15.000 CY | 145.00000 2175.00| 50.00000 750.00| 60.00000 900.00 AGGREGATE BASE | | |

0057 509E15820 11797.000 LB | 0.70000 8257.90| 1.00000 11797.00| 0.70000 8257.90 EPOXY COATED REINFORCING STEEL, GRADE 60| | |0058 511E51100 43.000 CY | 500.00000 21500.00| 350.00000 15050.00| 1000.00000 43000.00 CLASS C CONCRETE, MISC.: , GUARDWALL | | |0059 511E51100 203.000 CY | 375.00000 76125.00| 325.00000 65975.00| 350.00000 71050.00 CLASS C CONCRETE, MISC.: , RETAINING | | | WALL | | |0060 512E44400 5.000 SY | 100.00000 500.00| 30.00000 150.00| 25.00000 125.00 TYPE B WATERPROOFING | | |0061 518E21200 112.000 CY | 55.00000 6160.00| 35.00000 3920.00| 35.00000 3920.00 POROUS BACKFILL WITH FILTER FABRIC | | |0062 518E40000 348.000 LF | 4.00000 1392.00| 9.00000 3132.00| 7.00000 2436.00 6" PERFORATED CORRUGATED PLASTIC PIPE, | | | 707.16 | | |0063 518E40010 23.000 LF | 17.00000 391.00| 10.00000 230.00| 10.00000 230.00 6" NON-PERFORATED CORRUGATED PLASTIC | | | PIPE, INCLUDING SPECIALS, 707.16 | | |0064 602E97000 4442.000 SF | 26.00000 115492.00| 47.00000 208774.00| 33.00000 146586.00 MASONRY, MISC.: STONE FACING AND TRIM | | | STONE | | |0065 603E04600 40.000 LF | 48.00000 1920.00| 20.00000 800.00| 75.00000 3000.00 12" CONDUIT, TYPE C | | |0066 604E04100 2.000 EACH| 1500.00000 3000.00| 1600.00000 3200.00| 950.00000 1900.00 CATCH BASIN, NO. 2-2A | | |0067 660E20000 80.000 SY | 8.15000 652.00| 6.00000 480.00| 8.60000 688.00 REINFORCED SODDING | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :006 -6 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-4366382 |(2) 31-0678207 |(3) 31-0728277 |COMPLETE GENERAL CONSTRUCTIO|RATZLAFF CONSTRUCTION COMPAN|MAIDEN & JENKINSCONSTRUCTIOLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 237,564.90| $ 314,258.00| $ 282,092.90------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0008 STRUCTURE OVER 20 FOOT SPAN BRIDGE NO. HOC-374-0188 | | |0068 202E11203 LUMP| 45000.00000 45000.00| 40000.00000 40000.00| 40000.00000 40000.00 PORTIONS OF STRUCTURE REMOVED, OVER 20 | | | FOOT SPAN, AS PER PLAN | | |0069 503E11100 LUMP| 6000.00000 6000.00| 10000.00000 10000.00| 5000.00000 5000.00 COFFERDAMS, CRIBS AND SHEETING | | |0070 503E21301 LUMP| 8000.00000 8000.00| 4000.00000 4000.00| 28000.00000 28000.00 UNCLASSIFIED EXCAVATION, AS PER PLAN | | |0071 503E31100 55.000 CY | 150.00000 8250.00| 100.00000 5500.00| 49.00000 2695.00 ROCK AND/OR SHALE EXCAVATION | | |0072 509E15825 26550.000 LB | 0.70000 18585.00| 0.75000 19912.50| 0.70000 18585.00 EPOXY COATED REINFORCING STEEL, GRADE | | | 60, AS PER PLAN | | |0073 510E09950 191.000 EACH| 15.00000 2865.00| 10.00000 1910.00| 15.00000 2865.00 DOWEL HOLES WITH CEMENT GROUT | | |0074 511E45700 146.000 CY | 420.00000 61320.00| 300.00000 43800.00| 300.00000

43800.00 CLASS C CONCRETE, ABUTMENT | | |0075 511E46500 2.400 CY | 400.00000 960.00| 350.00000 840.00| 500.00000 1200.00 CLASS C CONCRETE, FOOTING | | |0076 511E48000 70.000 CY | 830.00000 58100.00| 550.00000 38500.00| 900.00000 63000.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (DECK) | | |0077 511E49000 LUMP| 1200.00000 1200.00| 1500.00000 1500.00| 2000.00000 2000.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | TRIAL MIX | | |0078 511E49010 LUMP| 3000.00000 3000.00| 4000.00000 4000.00| 6000.00000 6000.00 SPECIAL - HIGH PERFORMANCE CONCRETE | | | TESTING | | |0079 512E44400 24.000 SY | 50.00000 1200.00| 30.00000 720.00| 25.00000 600.00 TYPE B WATERPROOFING | | |0080 512E67500 14.000 SY | 25.00000 350.00| 10.00000 140.00| 60.00000 840.00 SPECIAL - SEALING OF CONCRETE SURFACES | | |0081 512E67502 108.000 SY | 15.00000 1620.00| 15.00000 1620.00| 10.00000 1080.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY) | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :006 -7 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-4366382 |(2) 31-0678207 |(3) 31-0728277 |COMPLETE GENERAL CONSTRUCTIO|RATZLAFF CONSTRUCTION COMPAN|MAIDEN & JENKINS

CONSTRUCTIOLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0082 515E51620 4.000 EACH| 4200.00000 16800.00| 5500.00000 22000.00| 4800.00000 19200.00 PRESTRESSED CONCRETE COMPOSITE BOX BEAM | | | (40-50' LENGTH) (CB27-36) | | |0083 515E54830 6.000 EACH| 4200.00000 25200.00| 5700.00000 34200.00| 4700.00000 28200.00 PRESTRESSED CONCRETE COMPOSITE BOX BEAM | | | (40-50' LENGTH) (CB27-48) | | |0084 516E11210 105.000 LF | 160.00000 16800.00| 200.00000 21000.00| 170.00000 17850.00 STRUCTURAL EXPANSION JOINT INCLUDING | | | ELASTOMERIC STRIP SEAL | | |0085 516E41100 20.000 EACH| 2.00000 40.00| 5.00000 100.00| 5.00000 100.00 1/8" PREFORMED BEARING PAD, 711.21 | | |0086 516E43100 40.000 EACH| 55.00000 2200.00| 65.00000 2600.00| 39.00000 1560.00 ELASTOMERIC BEARING WITH INTERNAL | | | LAMINATES ONLY (NEOPRENE) 8"X6"X1" | | |0087 516E44000 4.000 EACH| 60.00000 240.00| 80.00000 320.00| 68.00000 272.00 ELASTOMERIC BEARING WITH INTERNAL | | | LAMINATES AND LOAD PLATE (NEOPRENE) | | | 8"X12"X1" | | |0088 518E21200 105.000 CY | 55.00000 5775.00| 35.00000 3675.00| 48.00000 5040.00 POROUS BACKFILL WITH FILTER FABRIC | | |0089 518E40001 99.000 LF | 5.00000 495.00| 9.00000 891.00| 6.00000 594.00 6" PERFORATED CORRUGATED PLASTIC PIPE, | | | AS PER PLAN | | |0090 518E40011 29.000 LF | 18.00000 522.00| 10.00000 290.00| 12.00000 348.00 6" NON-PERFORATED CORRUGATED PLASTIC | | | PIPE, INCLUDING SPECIALS, AS PER PLAN | | |0091 530E00600 2671.000 SF | 30.00000 80130.00| 47.00000 125537.00| 35.00000 93485.00 SPECIAL - STRUCTURE, MISC.: STONE | | |

0096 623E10000 LUMP| 21000.00000 21000.00| 8000.00000 8000.00| 12000.00000 12000.00 CONSTRUCTION LAYOUT STAKES | | |0097 624E10000 LUMP| 20000.00000 20000.00| 25000.00000 25000.00| 40000.00000 40000.00 MOBILIZATION | | | SECTION TOTALS | $ 85,500.00| $ 93,000.00| $ 125,174.00------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 982,183.65| $ 999,060.00| $ 1,095,000.00====================================================================================================================================


ODOT PROJECT NUMBER : 970007 AWARDED VENDOR NUMBER : 34-0932460 CALL ORDER : 007 CONTRACT ID : CKNO6014 COUNTIES : KNOX LETTING DATE : 01/08/97 10:00 AM DISTRICT : 05 CONTRACT TIME : 08/31/97 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : BRO-4209(1) FOR IMPROVING COUNTY ROAD 54 (BIG RUN ROAD) IN COLLEGE TOWNSHIP, KNOX COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PAVING WITH ASPHALT CONCRETE AND BY CONSTRUCTING: BRIDGE NO: KNO-C.R.54(BIG RUN ROAD), A 3 SPAN PRESTRESSED CONCRETE BOX BEAMS WITH REINFORCED CONCRETE SUBSTRUCTURE. (SPAN @ 50'-0", 80'-0", 80'-0" C/C BEARINGS; ROADWAY WIDTH 30'-0" F/F GUARDRAIL)' OVER KOKOSING RIVER.

SET-ASIDE :

VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-0932460 V O MENUEZ & SON INC $ 667,918.55 100.0000% 2 34-1315988 FORT DEFIANCE CONSTRUCTION & SUPPLY INC $ 737,186.19 110.3706% 3 34-1603251 BECDIR CONSTRUCTION COMPANY $ 777,763.85 116.4459% 4 34-1404149 MENUEZ BROS SAND & GRAVEL INC $ 832,757.25 124.6794% 5 31-1193721 SMITH & JOHNSON CONSTRUCTION CO $ 862,803.05 129.1778%==================================================================================================================================== |(1) 34-0932460 |(2) 34-1315988 |(3) 34-1603251 |V O MENUEZ & SON INC |FORT DEFIANCE CONSTRUCTION &|BECDIR CONSTRUCTIONCOMPANYLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE

AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0001 ROADWAY | | |0001 201E11000 LUMP| 8285.00000 8285.00| 20000.00000 20000.00| 25000.00000 25000.00 CLEARING AND GRUBBING | | |0002 202E38000 25.000 LF | 2.00000 50.00| 1.00000 25.00| 5.00000 125.00 GUARDRAIL REMOVED | | |0003 203E12000 7480.000 CY | 5.25000 39270.00| 7.00000 52360.00| 6.40000 47872.00 EXCAVATION NOT INCLUDING EMBANKMENT | | | CONSTRUCTION | | |0004 203E20000 6740.000 CY | 5.35000 36059.00| 7.00000 47180.00| 7.00000 47180.00 EMBANKMENT | | |0005 203E21001 4193.000 CY | 11.65000 48848.45| 10.00000 41930.00| 14.30000 59959.90 EMBANKMENT USING GRANULAR MATERIAL, AS | | | PER PLAN | | |0006 203E45000 1.000 HOUR| 1500.00000 1500.00| 800.00000 800.00| 350.00000 350.00 PROOF ROLLING | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :007 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970007 AWARDED VENDOR NUMBER : 34-0932460 CALL ORDER : 007 CONTRACT ID : CKNO6014 COUNTIES : KNOX LETTING DATE : 01/08/97 10:00 AM DISTRICT : 05

SET-ASIDE :

==================================================================================================================================== |(1) 34-0932460 |(2) 34-1315988 |(3) 34-1603251 |V O MENUEZ & SON INC |FORT DEFIANCE CONSTRUCTION &|BECDIR CONSTRUCTIONCOMPANYLINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0007 203E50000 3558.000 SY | 0.50000 1779.00| 1.50000 5337.00| 3.00000 10674.00 SUBGRADE COMPACTION | | |0008 604E38500 7.000 EACH| 600.00000 4200.00| 500.00000 3500.00| 260.00000 1820.00 MONUMENT ASSEMBLY | | |0009 606E12500 25.000 LF | 11.00000 275.00| 10.45000 261.25| 12.00000 300.00 GUARDRAIL, TYPE 4 | | |0010 606E13000 675.000 LF | 10.00000 6750.00| 9.70000 6547.50| 10.00000 6750.00 GUARDRAIL, TYPE 5 | | |0011 606E25000 7.000 EACH| 560.00000 3920.00| 550.00000 3850.00| 577.00000 4039.00 ANCHOR ASSEMBLY, TYPE A | | |0012 606E26500 1.000 EACH| 350.00000 350.00| 345.00000 345.00| 440.00000 440.00 ANCHOR ASSEMBLY, TYPE T | | |0013 606E35140 6.000 EACH| 430.00000 2580.00| 415.00000 2490.00| 410.00000 2460.00 BRIDGE TERMINAL ASSEMBLY, TYPE 4 | | | SECTION TOTALS | $ 153,866.45| $ 184,625.75| $ 206,969.90------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0002 EROSION CONTROL | | |0014 207E30000 1545.000 LF | 1.10000 1699.50| 0.50000 772.50| 2.00000 3090.00 FILTER FABRIC FENCE | | |0015 207E50000 1010.000 CY | 2.80000 2828.00| 0.75000 757.50| 6.00000 6060.00 TEMPORARY BENCHES, DAMS AND SEDIMENT | | | BASINS | | |0016 207E70000 75.000 EACH| 4.00000 300.00| 2.00000 150.00| 6.00000 450.00 STRAW OR HAY BALES | | |0017 601E32104 292.000 CY | 37.75000 11023.00| 45.00000 13140.00| 30.00000 8760.00 ROCK CHANNEL PROTECTION, TYPE B WITH | | |

FABRIC FILTER | | |0018 601E32200 45.000 CY | 40.00000 1800.00| 45.00000 2025.00| 50.00000 2250.00 ROCK CHANNEL PROTECTION, TYPE C WITH | | | FILTER | | |0019 657E10000 5.000 SY | 125.00000 625.00| 200.00000 1000.00| 65.00000 325.00 RIPRAP FOR TREE PROTECTION | | |0020 659E10000 13605.000 SY | 0.40000 5442.00| 0.40000 5442.00| 0.44000 5986.20 SEEDING AND MULCHING | | |0021 659E20000 0.140 TON | 600.00000 84.00| 350.00000 49.00| 400.00000 56.00 COMMERCIAL FERTILIZER | | |0022 659E35000 2.000 MGAL| 10.00000 20.00| 1.00000 2.00| 1.00000 2.00 WATER | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :007 -3 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-0932460 |(2) 34-1315988 |(3) 34-1603251 |V O MENUEZ & SON INC |FORT DEFIANCE CONSTRUCTION &|BECDIR CONSTRUCTIONCOMPANYLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0023 670E40000 490.000 SY | 2.75000 1347.50| 1.30000 637.00| 1.50000 735.00 DITCH EROSION PROTECTION | | |0024 670E41000 104.000 SY | 3.00000 312.00| 1.25000 130.00| 1.50000

156.00 SLOPE EROSION PROTECTION | | | SECTION TOTALS | $ 25,481.00| $ 24,105.00| $ 27,870.20------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0003 DRAINAGE | | |0025 602E20000 0.860 CY | 1600.00000 1376.00| 1500.00000 1290.00| 1000.00000 860.00 CONCRETE MASONRY | | |0026 603E01400 20.000 LF | 1.00000 20.00| 1.00000 20.00| 4.00000 80.00 6" CONDUIT, TYPE E | | |0027 603E01500 20.000 LF | 5.00000 100.00| 3.00000 60.00| 6.00000 120.00 6" CONDUIT, TYPE F | | |0028 603E01500 20.000 LF | 2.00000 40.00| 1.00000 20.00| 12.00000 240.00 6" CONDUIT, TYPE F , 707.17, | | | NONPERFORATED ASTM D-3034 SDR 35, SS931 | | | OR SS944 | | |0029 603E04900 55.000 LF | 4.00000 220.00| 20.00000 1100.00| 27.00000 1485.00 12" CONDUIT, TYPE D | | |0030 603E10200 95.000 LF | 58.00000 5510.00| 60.00000 5700.00| 54.00000 5130.00 24" CONDUIT, TYPE A , 706.02 | | |0031 604E36600 2.000 EACH| 110.00000 220.00| 150.00000 300.00| 110.00000 220.00 SPECIAL - PRECAST REINFORCED CONCRETE | | | OUTLET | | |0032 605E13410 793.000 LF | 11.00000 8723.00| 8.00000 6344.00| 5.00000 3965.00 6" UNCLASSIFIED PIPE UNDERDRAIN WITH | | | FABRIC WRAP , 707.15 | | |0033 605E31100 364.000 LF | 4.00000 1456.00| 4.00000 1456.00| 4.00000 1456.00 AGGREGATE DRAIN | | | SECTION TOTALS | $ 17,665.00| $ 16,290.00| $ 13,556.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0004 PAVEMENT

| | |0034 304E20000 1154.000 CY | 35.00000 40390.00| 35.00000 40390.00| 27.00000 31158.00 AGGREGATE BASE | | |0035 402E20000 173.000 CY | 73.00000 12629.00| 71.47000 12364.31| 65.00000 11245.00 ASPHALT CONCRETE, AC-20 | | |0036 404E20000 124.000 CY | 73.00000 9052.00| 71.90000 8915.60| 65.00000 8060.00 ASPHALT CONCRETE, AC-20 | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :007 -4 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-0932460 |(2) 34-1315988 |(3) 34-1603251 |V O MENUEZ & SON INC |FORT DEFIANCE CONSTRUCTION &|BECDIR CONSTRUCTIONCOMPANYLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0037 404E25000 7.000 CY | 120.00000 840.00| 115.00000 805.00| 100.00000 700.00 ASPHALT CONCRETE, AC-20 (DRIVEWAYS) | | |0038 407E10000 10.000 GAL | 6.00000 60.00| 5.00000 50.00| 7.00000 70.00 TACK COAT | | |0039 408E10000 1475.000 GAL | 1.50000 2212.50| 1.35000 1991.25| 1.40000 2065.00 BITUMINOUS PRIME COAT | | |0040 611E15001 133.000 SY | 120.00000 15960.00| 110.00000 14630.00| 100.00000 13300.00

REINFORCED CONCRETE APPROACH SLAB | | | (T=13"), AS PER PLAN | | | SECTION TOTALS | $ 81,143.50| $ 79,146.16| $ 66,598.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0005 TRAFFIC CONTROL | | |0041 621E00100 41.000 EACH| 65.00000 2665.00| 61.56000 2523.96| 65.00000 2665.00 RAISED PAVEMENT MARKER | | |0042 630E03100 224.000 LF | 7.00000 1568.00| 6.50000 1456.00| 5.50000 1232.00 GROUND MOUNTED SUPPORT, NO. 3 POST | | |0043 630E80100 69.000 SF | 11.00000 759.00| 10.85000 748.65| 17.00000 1173.00 SIGN, FLAT SHEET | | |0044 630E85000 21.000 EACH| 5.00000 105.00| 4.30000 90.30| 15.00000 315.00 REMOVAL OF GROUND MOUNTED SIGN AND | | | STORAGE | | |0045 630E86006 20.000 EACH| 5.00000 100.00| 5.20000 104.00| 20.00000 400.00 REMOVAL OF GROUND MOUNTED POST SUPPORT | | | AND STORAGE | | |0046 642E00100 0.650 MILE| 1500.00000 975.00| 1459.00000 948.35| 1500.00000 975.00 EDGE LINE, TYPE 1 | | |0047 642E00300 0.330 MILE| 1600.00000 528.00| 1534.00000 506.22| 1600.00000 528.00 CENTER LINE, TYPE 1 | | |0048 802E00300 20.000 EACH| 8.00000 160.00| 6.90000 138.00| 7.00000 140.00 BARRIER REFLECTOR, TYPE A2 | | | SECTION TOTALS | $ 6,860.00| $ 6,515.48| $ 7,428.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0006 MAINTENANCE OF TRAFFIC | | |0049 410E22000 150.000 TON | 9.00000 1350.00| 8.00000 1200.00| 10.00000 1500.00 TRAFFIC COMPACTED SURFACE, TYPE A OR B | | |0050 614E12460 2.000 EACH| 50.00000 100.00| 100.00000 200.00| 100.00000

200.00 WORK ZONE MARKING SIGN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :007 -5 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-0932460 |(2) 34-1315988 |(3) 34-1603251 |V O MENUEZ & SON INC |FORT DEFIANCE CONSTRUCTION &|BECDIR CONSTRUCTIONCOMPANYLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0051 614E21500 0.640 MILE| 2000.00000 1280.00| 1000.00000 640.00| 200.00000 128.00 TEMPORARY CENTER LINE, CLASS II, 642 | | | PAINT | | |0052 616E10000 3.000 MGAL| 20.00000 60.00| 5.00000 15.00| 10.00000 30.00 WATER | | |0053 616E20000 3.000 TON | 150.00000 450.00| 150.00000 450.00| 100.00000 300.00 CALCIUM CHLORIDE | | | SECTION TOTALS | $ 3,240.00| $ 2,505.00| $ 2,158.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0007 STRUCTURE OVER 20 FOOT SPAN BRIDGE NO. KNO-C.R.54-0166 | | |0054 403E20000 34.000 CY | 73.00000 2482.00| 71.90000 2444.60| 65.00000 2210.00

ASPHALT CONCRETE, AC-20 | | |0055 404E20000 25.000 CY | 73.00000 1825.00| 71.90000 1797.50| 65.00000 1625.00 ASPHALT CONCRETE, AC-20 | | |0056 503E11100 LUMP| 2000.00000 2000.00| 37500.00000 37500.00| 19000.00000 19000.00 COFFERDAMS, CRIBS AND SHEETING | | |0057 503E21100 95.000 CY | 30.00000 2850.00| 25.00000 2375.00| 21.50000 2042.50 UNCLASSIFIED EXCAVATION | | |0058 505E11100 LUMP| 9000.00000 9000.00| 20000.00000 20000.00| 30000.00000 30000.00 PILE DRIVING EQUIPMENT MOBILIZATION | | |0059 507E21100 580.000 LF | 26.00000 15080.00| 18.00000 10440.00| 32.00000 18560.00 12" CAST-IN-PLACE REINFORCED CONCRETE | | | PILES | | |0060 507E46001 960.000 LF | 36.00000 34560.00| 23.00000 22080.00| 37.00000 35520.00 18" CAST-IN-PLACE REINFORCED CONCRETE | | | PILES, AS PER PLAN | | |0061 509E15824 20515.000 LB | 0.80000 16412.00| 0.75000 15386.25| 0.71000 14565.65 EPOXY COATED REINFORCING STEEL, GRADE 60| | |0062 511E34002 9.000 CY | 160.00000 1440.00| 400.00000 3600.00| 355.00000 3195.00 CLASS S CONCRETE, HIGH EARLY STRENGTH | | |0063 511E42500 25.000 CY | 410.00000 10250.00| 600.00000 15000.00| 670.00000 16750.00 CLASS C CONCRETE, PIER CAP | | |0064 511E44101 43.000 CY | 400.00000 17200.00| 375.00000 16125.00| 570.00000 24510.00 CLASS C CONCRETE, ABUTMENT NOT | | | INCLUDING FOOTING, AS PER PLAN | | |0065 511E46500 30.000 CY | 260.00000 7800.00| 300.00000 9000.00| 200.00000 6000.00 CLASS C CONCRETE, FOOTING | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :007 -6 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-0932460 |(2) 34-1315988 |(3) 34-1603251 |V O MENUEZ & SON INC |FORT DEFIANCE CONSTRUCTION &|BECDIR CONSTRUCTIONCOMPANYLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0066 512E67030 713.000 SY | 16.35000 11657.55| 14.95000 10659.35| 16.00000 11408.00 SPECIAL - MEMBRANE WATERPROOFING (SHEET | | | TYPE 3) | | |0067 512E67500 155.000 SY | 0.01000 1.55| 7.00000 1085.00| 12.00000 1860.00 SPECIAL - SEALING OF CONCRETE SURFACES | | |0068 512E67502 34.000 SY | 24.00000 816.00| 12.00000 408.00| 18.00000 612.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY) | | |0069 515E50901 2.000 EACH| 5110.00000 10220.00| 5000.00000 10000.00| 6500.00000 13000.00 PRESTRESSED CONCRETE BOX BEAM (50-62' | | | LENGTH), AS PER PLAN , B33-36 | | |0070 515E51301 4.000 EACH| 5110.00000 20440.00| 5000.00000 20000.00| 6500.00000 26000.00 PRESTRESSED CONCRETE BOX BEAM (76-88' | | | LENGTH), AS PER PLAN , B33-36 | | |0071 515E53901 6.000 EACH| 6815.00000 40890.00| 7500.00000 45000.00| 6700.00000 40200.00 PRESTRESSED CONCRETE BOX BEAM (40-52' | | | LENGTH), AS PER PLAN , B33-48 | | |0072 515E54501 12.000 EACH| 6815.00000 81780.00| 7500.00000 90000.00| 6700.00000 80400.00 PRESTRESSED CONCRETE BOX BEAM (78-90' | | | LENGTH), AS PER PLAN , B33-48 | | |0073 516E10500 61.000 LF | 240.00000 14640.00| 150.00000 9150.00| 140.00000

8540.00 STRUCTURAL EXPANSION JOINT INCLUDING | | | ELASTOMERIC COMPRESSION SEAL | | |0074 516E43200 96.000 EACH| 60.00000 5760.00| 75.00000 7200.00| 60.00000 5760.00 ELASTOMERIC BEARING WITH INTERNAL | | | LAMINATES ONLY (NEOPRENE) (2"X6"X12") | | |0075 517E72300 437.500 LF | 45.00000 19687.50| 31.80000 13912.50| 34.00000 14875.00 RAILING (DEEP BEAM RAIL WITH STEEL | | | TUBULAR BACKUP AND TYPE 2 STEEL POSTS | | | AND ANCHOR BOLTS) | | |0076 518E21201 37.000 CY | 45.00000 1665.00| 60.00000 2220.00| 97.00000 3589.00 POROUS BACKFILL WITH FILTER FABRIC, AS | | | PER PLAN | | |0077 518E22300 492.000 LF | 7.00000 3444.00| 4.80000 2361.60| 6.80000 3345.60 SPECIAL - STEEL DRIP STRIP | | |0078 518E40001 81.000 LF | 6.00000 486.00| 6.00000 486.00| 8.00000 648.00 6" PERFORATED CORRUGATED PLASTIC PIPE, | | | AS PER PLAN | | |0079 518E40011 21.000 LF | 6.00000 126.00| 8.00000 168.00| 8.00000 168.00 6" NON-PERFORATED CORRUGATED PLASTIC | | | PIPE, INCLUDING SPECIALS, AS PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :007 -7 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-0932460 |(2) 34-1315988 |(3) 34-1603251 |V O MENUEZ & SON INC |FORT DEFIANCE CONSTRUCTION &|BECDIR CONSTRUCTION

COMPANYLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0080 523E11100 3.000 HOUR| 200.00000 600.00| 200.00000 600.00| 300.00000 900.00 DYNAMIC LOAD TEST | | | SECTION TOTALS | $ 333,112.60| $ 368,998.80| $ 385,283.75------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0008 INCIDENTALS | | |0081 103E05000 LUMP| 9200.00000 9200.00| 7500.00000 7500.00| 29400.00000 29400.00 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | |0082 614E11000 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00 MAINTAINING TRAFFIC | | |0083 619E15010 LUMP| 3400.00000 3400.00| 12000.00000 12000.00| 8000.00000 8000.00 FIELD OFFICE, TYPE B | | |0084 619E25010 LUMP| 2750.00000 2750.00| 500.00000 500.00| 500.00000 500.00 SPECIAL - COMPUTER EQUIPMENT FOR TYPE B | | | OR C OFFICE | | |0085 623E10000 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| 5000.00000 5000.00 CONSTRUCTION LAYOUT STAKES | | |0086 624E10000 LUMP| 18200.00000 18200.00| 20000.00000 20000.00| 20000.00000 20000.00 MOBILIZATION | | | SECTION TOTALS | $ 46,550.00| $ 55,000.00| $ 67,900.00------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 667,918.55| $ 737,186.19| $ 777,763.85==================================================================================================================================== OHIO DEPARTMENT OF TRANSPORTATION

JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :007 -8 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 34-1404149 |(5) 31-1193721 | |MENUEZ BROS SAND & GRAVEL IN|SMITH & JOHNSON CONSTRUCTION|LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0001 ROADWAY | | |0001 201E11000 LUMP| 18000.00000 18000.00| 25000.00000 25000.00| CLEARING AND GRUBBING | | |0002 202E38000 25.000 LF | 3.00000 75.00| 4.00000 100.00| GUARDRAIL REMOVED | | |0003 203E12000 7480.000 CY | 10.00000 74800.00| 8.00000 59840.00| EXCAVATION NOT INCLUDING EMBANKMENT | | | CONSTRUCTION | | |0004 203E20000 6740.000 CY | 8.50000 57290.00| 2.00000 13480.00| EMBANKMENT | | |0005 203E21001 4193.000 CY | 15.00000 62895.00| 15.00000 62895.00| EMBANKMENT USING GRANULAR MATERIAL, AS | | | PER PLAN | | |0006 203E45000 1.000 HOUR| 1000.00000 1000.00| 200.00000 200.00| PROOF ROLLING | | |0007 203E50000 3558.000 SY | 1.00000 3558.00| 1.00000 3558.00| SUBGRADE COMPACTION | | |0008 604E38500 7.000 EACH| 300.00000 2100.00| 100.00000 700.00| MONUMENT ASSEMBLY | | |0009 606E12500 25.000 LF | 10.50000 262.50| 15.00000 375.00| GUARDRAIL, TYPE 4 | | |0010 606E13000 675.000 LF | 10.50000 7087.50| 10.00000 6750.00|

GUARDRAIL, TYPE 5 | | |0011 606E25000 7.000 EACH| 550.00000 3850.00| 1000.00000 7000.00| ANCHOR ASSEMBLY, TYPE A | | |0012 606E26500 1.000 EACH| 450.00000 450.00| 500.00000 500.00| ANCHOR ASSEMBLY, TYPE T | | |0013 606E35140 6.000 EACH| 450.00000 2700.00| 500.00000 3000.00| BRIDGE TERMINAL ASSEMBLY, TYPE 4 | | | SECTION TOTALS | $ 234,068.00| $ 183,398.00|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0002 EROSION CONTROL | | |0014 207E30000 1545.000 LF | 5.00000 7725.00| 1.00000 1545.00| FILTER FABRIC FENCE | | |0015 207E50000 1010.000 CY | 10.00000 10100.00| 1.00000 1010.00| TEMPORARY BENCHES, DAMS AND SEDIMENT | | | BASINS | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :007 -9 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 34-1404149 |(5) 31-1193721 | |MENUEZ BROS SAND & GRAVEL IN|SMITH & JOHNSON CONSTRUCTION|LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0016 207E70000 75.000 EACH| 5.00000 375.00| 8.00000 600.00| STRAW OR HAY BALES | | |0017 601E32104 292.000 CY | 32.50000 9490.00| 50.00000 14600.00| ROCK CHANNEL PROTECTION, TYPE B WITH | | | FABRIC FILTER | | |

0018 601E32200 45.000 CY | 30.00000 1350.00| 45.00000 2025.00| ROCK CHANNEL PROTECTION, TYPE C WITH | | | FILTER | | |0019 657E10000 5.000 SY | 90.00000 450.00| 50.00000 250.00| RIPRAP FOR TREE PROTECTION | | |0020 659E10000 13605.000 SY | 0.60000 8163.00| 0.36000 4897.80| SEEDING AND MULCHING | | |0021 659E20000 0.140 TON | 850.00000 119.00| 425.00000 59.50| COMMERCIAL FERTILIZER | | |0022 659E35000 2.000 MGAL| 50.00000 100.00| 20.00000 40.00| WATER | | |0023 670E40000 490.000 SY | 3.00000 1470.00| 3.85000 1886.50| DITCH EROSION PROTECTION | | |0024 670E41000 104.000 SY | 3.00000 312.00| 3.85000 400.40| SLOPE EROSION PROTECTION | | | SECTION TOTALS | $ 39,654.00| $ 27,314.20|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0003 DRAINAGE | | |0025 602E20000 0.860 CY | 500.00000 430.00| 1000.00000 860.00| CONCRETE MASONRY | | |0026 603E01400 20.000 LF | 12.00000 240.00| 1.00000 20.00| 6" CONDUIT, TYPE E | | |0027 603E01500 20.000 LF | 12.00000 240.00| 5.00000 100.00| 6" CONDUIT, TYPE F | | |0028 603E01500 20.000 LF | 12.00000 240.00| 30.00000 600.00| 6" CONDUIT, TYPE F , 707.17, | | | NONPERFORATED ASTM D-3034 SDR 35, SS931 | | | OR SS944 | | |0029 603E04900 55.000 LF | 20.00000 1100.00| 30.00000 1650.00| 12" CONDUIT, TYPE D | | |0030 603E10200 95.000 LF | 25.00000 2375.00| 100.00000 9500.00| 24" CONDUIT, TYPE A , 706.02 | | |0031 604E36600 2.000 EACH| 300.00000 600.00| 200.00000 400.00| SPECIAL - PRECAST REINFORCED CONCRETE | | | OUTLET | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :007 -10 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 34-1404149 |(5) 31-1193721 | |MENUEZ BROS SAND & GRAVEL IN|SMITH & JOHNSON CONSTRUCTION|LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0032 605E13410 793.000 LF | 12.00000 9516.00| 6.00000 4758.00| 6" UNCLASSIFIED PIPE UNDERDRAIN WITH | | | FABRIC WRAP , 707.15 | | |0033 605E31100 364.000 LF | 6.00000 2184.00| 5.00000 1820.00| AGGREGATE DRAIN | | | SECTION TOTALS | $ 16,925.00| $ 19,708.00|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0004 PAVEMENT | | |0034 304E20000 1154.000 CY | 41.00000 47314.00| 40.00000 46160.00| AGGREGATE BASE | | |0035 402E20000 173.000 CY | 80.00000 13840.00| 75.00000 12975.00| ASPHALT CONCRETE, AC-20 | | |0036 404E20000 124.000 CY | 80.00000 9920.00| 75.00000 9300.00| ASPHALT CONCRETE, AC-20 | | |0037 404E25000 7.000 CY | 115.00000 805.00| 115.00000 805.00| ASPHALT CONCRETE, AC-20 (DRIVEWAYS) | | |0038 407E10000 10.000 GAL | 5.00000 50.00| 5.00000 50.00| TACK COAT | | |0039 408E10000 1475.000 GAL | 1.35000 1991.25| 2.00000 2950.00| BITUMINOUS PRIME COAT | | |0040 611E15001 133.000 SY | 90.00000 11970.00| 150.00000 19950.00| REINFORCED CONCRETE APPROACH SLAB | | | (T=13"), AS PER PLAN | | | SECTION TOTALS | $ 85,890.25| $ 92,190.00|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0005 TRAFFIC CONTROL

| | |0041 621E00100 41.000 EACH| 62.00000 2542.00| 65.00000 2665.00| RAISED PAVEMENT MARKER | | |0042 630E03100 224.000 LF | 10.00000 2240.00| 8.00000 1792.00| GROUND MOUNTED SUPPORT, NO. 3 POST | | |0043 630E80100 69.000 SF | 16.00000 1104.00| 20.00000 1380.00| SIGN, FLAT SHEET | | |0044 630E85000 21.000 EACH| 10.00000 210.00| 30.00000 630.00| REMOVAL OF GROUND MOUNTED SIGN AND | | | STORAGE | | |0045 630E86006 20.000 EACH| 10.00000 200.00| 30.00000 600.00| REMOVAL OF GROUND MOUNTED POST SUPPORT | | | AND STORAGE | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :007 -11 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 34-1404149 |(5) 31-1193721 | |MENUEZ BROS SAND & GRAVEL IN|SMITH & JOHNSON CONSTRUCTION|LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0046 642E00100 0.650 MILE| 1500.00000 975.00| 1459.00000 948.35| EDGE LINE, TYPE 1 | | |0047 642E00300 0.330 MILE| 1500.00000 495.00| 2000.00000 660.00| CENTER LINE, TYPE 1 | | |0048 802E00300 20.000 EACH| 10.00000 200.00| 10.00000 200.00| BARRIER REFLECTOR, TYPE A2 | | | SECTION TOTALS | $ 7,966.00| $ 8,875.35|------------------------------------------+----------------------------+----------------------------+-------------------------------

SECTION 0006 MAINTENANCE OF TRAFFIC | | |0049 410E22000 150.000 TON | 20.00000 3000.00| 20.00000 3000.00| TRAFFIC COMPACTED SURFACE, TYPE A OR B | | |0050 614E12460 2.000 EACH| 60.00000 120.00| 200.00000 400.00| WORK ZONE MARKING SIGN | | |0051 614E21500 0.640 MILE| 1200.00000 768.00| 1000.00000 640.00| TEMPORARY CENTER LINE, CLASS II, 642 | | | PAINT | | |0052 616E10000 3.000 MGAL| 20.00000 60.00| 30.00000 90.00| WATER | | |0053 616E20000 3.000 TON | 500.00000 1500.00| 250.00000 750.00| CALCIUM CHLORIDE | | | SECTION TOTALS | $ 5,448.00| $ 4,880.00|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0007 STRUCTURE OVER 20 FOOT SPAN BRIDGE NO. KNO-C.R.54-0166 | | |0054 403E20000 34.000 CY | 80.00000 2720.00| 75.00000 2550.00| ASPHALT CONCRETE, AC-20 | | |0055 404E20000 25.000 CY | 80.00000 2000.00| 75.00000 1875.00| ASPHALT CONCRETE, AC-20 | | |0056 503E11100 LUMP| 6000.00000 6000.00| 10000.00000 10000.00| COFFERDAMS, CRIBS AND SHEETING | | |0057 503E21100 95.000 CY | 20.00000 1900.00| 25.00000 2375.00| UNCLASSIFIED EXCAVATION | | |0058 505E11100 LUMP| 10000.00000 10000.00| 7500.00000 7500.00| PILE DRIVING EQUIPMENT MOBILIZATION | | |0059 507E21100 580.000 LF | 27.00000 15660.00| 24.00000 13920.00| 12" CAST-IN-PLACE REINFORCED CONCRETE | | | PILES | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :007 -12 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 34-1404149 |(5) 31-1193721 | |MENUEZ BROS SAND & GRAVEL IN|SMITH & JOHNSON CONSTRUCTION|LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0060 507E46001 960.000 LF | 40.00000 38400.00| 40.00000 38400.00| 18" CAST-IN-PLACE REINFORCED CONCRETE | | | PILES, AS PER PLAN | | |0061 509E15824 20515.000 LB | 1.00000 20515.00| 1.00000 20515.00| EPOXY COATED REINFORCING STEEL, GRADE 60| | |0062 511E34002 9.000 CY | 400.00000 3600.00| 300.00000 2700.00| CLASS S CONCRETE, HIGH EARLY STRENGTH | | |0063 511E42500 25.000 CY | 500.00000 12500.00| 900.00000 22500.00| CLASS C CONCRETE, PIER CAP | | |0064 511E44101 43.000 CY | 400.00000 17200.00| 350.00000 15050.00| CLASS C CONCRETE, ABUTMENT NOT | | | INCLUDING FOOTING, AS PER PLAN | | |0065 511E46500 30.000 CY | 400.00000 12000.00| 300.00000 9000.00| CLASS C CONCRETE, FOOTING | | |0066 512E67030 713.000 SY | 17.00000 12121.00| 20.00000 14260.00| SPECIAL - MEMBRANE WATERPROOFING (SHEET | | | TYPE 3) | | |0067 512E67500 155.000 SY | 12.00000 1860.00| 20.00000 3100.00| SPECIAL - SEALING OF CONCRETE SURFACES | | |0068 512E67502 34.000 SY | 12.00000 408.00| 30.00000 1020.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY) | | |0069 515E50901 2.000 EACH| 7000.00000 14000.00| 4000.00000 8000.00| PRESTRESSED CONCRETE BOX BEAM (50-62' | | | LENGTH), AS PER PLAN , B33-36 | | |0070 515E51301 4.000 EACH| 9000.00000 36000.00| 8000.00000 32000.00| PRESTRESSED CONCRETE BOX BEAM (76-88' | | | LENGTH), AS PER PLAN , B33-36 | | |0071 515E53901 6.000 EACH| 5000.00000 30000.00| 5000.00000 30000.00| PRESTRESSED CONCRETE BOX BEAM (40-52' | | | LENGTH), AS PER PLAN , B33-48 | | |0072 515E54501 12.000 EACH| 9000.00000 108000.00| 10000.00000 120000.00| PRESTRESSED CONCRETE BOX BEAM (78-90' | | | LENGTH), AS PER PLAN , B33-48 | | |0073 516E10500 61.000 LF | 200.00000 12200.00| 160.00000 9760.00|

STRUCTURAL EXPANSION JOINT INCLUDING | | | ELASTOMERIC COMPRESSION SEAL | | |0074 516E43200 96.000 EACH| 75.00000 7200.00| 125.00000 12000.00| ELASTOMERIC BEARING WITH INTERNAL | | | LAMINATES ONLY (NEOPRENE) (2"X6"X12") | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :007 -13 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 34-1404149 |(5) 31-1193721 | |MENUEZ BROS SAND & GRAVEL IN|SMITH & JOHNSON CONSTRUCTION|LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0075 517E72300 437.500 LF | 40.00000 17500.00| 75.00000 32812.50| RAILING (DEEP BEAM RAIL WITH STEEL | | | TUBULAR BACKUP AND TYPE 2 STEEL POSTS | | | AND ANCHOR BOLTS) | | |0076 518E21201 37.000 CY | 30.00000 1110.00| 50.00000 1850.00| POROUS BACKFILL WITH FILTER FABRIC, AS | | | PER PLAN | | |0077 518E22300 492.000 LF | 14.00000 6888.00| 10.00000 4920.00| SPECIAL - STEEL DRIP STRIP | | |0078 518E40001 81.000 LF | 12.00000 972.00| 10.00000 810.00| 6" PERFORATED CORRUGATED PLASTIC PIPE, | | | AS PER PLAN | | |0079 518E40011 21.000 LF | 12.00000 252.00| 20.00000 420.00| 6" NON-PERFORATED CORRUGATED PLASTIC | | | PIPE, INCLUDING SPECIALS, AS PER PLAN | | |0080 523E11100 3.000 HOUR| 600.00000 1800.00| 200.00000 600.00| DYNAMIC LOAD TEST | | |

SECTION TOTALS | $ 392,806.00| $ 417,937.50|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0008 INCIDENTALS | | |0081 103E05000 LUMP| 7000.00000 7000.00| 16000.00000 16000.00| PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | |0082 614E11000 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| MAINTAINING TRAFFIC | | |0083 619E15010 LUMP| 6000.00000 6000.00| 15000.00000 15000.00| FIELD OFFICE, TYPE B | | |0084 619E25010 LUMP| 4000.00000 4000.00| 2500.00000 2500.00| SPECIAL - COMPUTER EQUIPMENT FOR TYPE B | | | OR C OFFICE | | |0085 623E10000 LUMP| 7000.00000 7000.00| 20000.00000 20000.00| CONSTRUCTION LAYOUT STAKES | | |0086 624E10000 LUMP| 16000.00000 16000.00| 40000.00000 40000.00| MOBILIZATION | | | SECTION TOTALS | $ 50,000.00| $ 108,500.00|------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 832,757.25| $ 862,803.05|====================================================================================================================================


ODOT PROJECT NUMBER : 970008 AWARDED VENDOR NUMBER : 34-1313282 CALL ORDER : 008 CONTRACT ID : CLUC11836 COUNTIES : LUCAS LETTING DATE : 01/08/97 10:00 AM DISTRICT : 02 CONTRACT TIME : 09/30/97 COMPLETION DATE CONTRACT DESCRIPTION : URBAN CLASS PROJECT(S) : CMG-1Z99(30) FOR IMPROVING BYRNE ROAD AND VARIOUS, IN THE CITY OF TOLEDO, LUCAS COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY INSTALLING TRAFFIC SIGNAL INSTALLATIONS.

SET-ASIDE :

VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-1313282 ADVANTAGE ENTERPRISES INC $ 357,629.47 100.0000% 2 34-1695880 GABE'S ELECTRIC INC $ 401,552.63 112.2817% 3 34-4477671 ROMANOFF ELECTRIC CORPORATION $ 425,296.11 118.9208%==================================================================================================================================== |(1) 34-1313282 |(2) 34-1695880 |(3) 34-4477671 |ADVANTAGE ENTERPRISES INC |GABE'S ELECTRIC INC |ROMANOFF ELECTRICCORPORATIOLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0001 ROADWAY

| | |0001 202E30000 2495.000 SF | 1.55000 3867.25| 2.00000 4990.00| 1.73000 4316.35 WALK REMOVED | | |0002 202E32000 513.000 LF | 3.75000 1923.75| 4.10000 2103.30| 4.18000 2144.34 CURB REMOVED | | |0003 203E11000 39.000 CY | 42.00000 1638.00| 44.10000 1719.90| 46.79000 1824.81 EXCAVATION INCLUDING EMBANKMENT | | | CONSTRUCTION | | |0004 608E10000 4215.000 SF | 4.00000 16860.00| 4.20000 17703.00| 4.46000 18798.90 4" CONCRETE WALK | | |0005 608E50001 9.000 EACH| 240.00000 2160.00| 252.00000 2268.00| 267.33000 2405.97 CURB RAMP, TYPE 1, AS PER PLAN | | |0006 608E53001 999.000 SF | 10.60000 10589.40| 11.13000 11118.87| 11.81000 11798.19 CURB RAMP, TYPE 1, AS PER PLAN | | | SECTION TOTALS | $ 37,038.40| $ 39,903.07| $ 41,288.56------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0002 PAVEMENT | | |0007 609E26000 343.000 LF | 13.50000 4630.50| 14.17000 4860.31| 15.04000 5158.72 CURB, TYPE 6 | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :008 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970008 AWARDED VENDOR NUMBER : 34-1313282 CALL ORDER : 008 CONTRACT ID : CLUC11836 COUNTIES : LUCAS LETTING DATE : 01/08/97 10:00 AM DISTRICT : 02

SET-ASIDE :

====================================================================================================================================

|(1) 34-1313282 |(2) 34-1695880 |(3) 34-4477671 |ADVANTAGE ENTERPRISES INC |GABE'S ELECTRIC INC |ROMANOFF ELECTRICCORPORATIOLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 4,630.50| $ 4,860.31| $ 5,158.72------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0003 TRAFFIC CONTROL | | |0008 625E01500 7.000 EACH| 165.00000 1155.00| 300.00000 2100.00| 30.43000 213.01 CABLE SPLICING KIT | | |0009 625E25103 42.000 LF | 5.00000 210.00| 3.50000 147.00| 3.50000 147.00 CONDUIT, 1", 713.07, AS PER PLAN | | |0010 625E25403 4.000 LF | 3.00000 12.00| 10.00000 40.00| 7.75000 31.00 CONDUIT, 2", 713.07, AS PER PLAN | | |0011 625E25503 2114.000 LF | 3.00000 6342.00| 4.50000 9513.00| 3.53000 7462.42 CONDUIT, 3", 713.07, AS PER PLAN | | |0012 625E25603 68.000 LF | 4.00000 272.00| 8.00000 544.00| 4.65000 316.20 CONDUIT, 4", 713.07, AS PER PLAN | | |0013 625E25900 791.000 LF | 25.00000 19775.00| 25.00000 19775.00| 30.99000 24513.09 CONDUIT, JACKED OR DRILLED UNDER | | | PAVEMENT , 3" | | |0014 625E29000 825.000 LF | 4.00000 3300.00| 2.50000 2062.50| 3.69000 3044.25 TRENCH | | |0015 625E29500 1225.000 LF | 20.00000 24500.00| 25.00000 30625.00| 18.29000 22405.25 TRENCH IN PAVED AREA, TYPE A | | |0016 625E29600 127.000 LF | 32.00000 4064.00| 28.00000 3556.00| 27.22000 3456.94 TRENCH IN PAVED AREA, TYPE B | | |0017 625E30707 26.000 EACH| 518.00000 13468.00| 650.00000 16900.00| 709.69000 18451.94

PULL BOX, 713.08, 24", AS PER PLAN | | |0018 625E31600 4.000 EACH| 470.00000 1880.00| 850.00000 3400.00| 778.00000 3112.00 PULL BOX, MISC.: PULLBOX RECONSTRUCT TO | | | GRADE, AS PER PLAN | | |0019 625E32001 41.000 EACH| 115.00000 4715.00| 115.00000 4715.00| 169.76000 6960.16 GROUND ROD, AS PER PLAN | | |0020 632E00301 37.000 EACH| 326.00000 12062.00| 390.00000 14430.00| 333.84000 12352.08 VEHICULAR SIGNAL HEAD, 3 SECTION, 12" | | | LENS, 1-WAY, AS PER PLAN | | |0021 632E00401 1.000 EACH| 406.00000 406.00| 500.00000 500.00| 429.00000 429.00 VEHICULAR SIGNAL HEAD, 4 SECTION, 12" | | | LENS, 1-WAY, AS PER PLAN | | |0022 632E00501 9.000 EACH| 500.00000 4500.00| 625.00000 5625.00| 2250.33000 20252.97 VEHICULAR SIGNAL HEAD, 5 SECTION, 12" | | | LENS, 1-WAY, AS PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :008 -3 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-1313282 |(2) 34-1695880 |(3) 34-4477671 |ADVANTAGE ENTERPRISES INC |GABE'S ELECTRIC INC |ROMANOFF ELECTRICCORPORATIOLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0023 632E20101 27.000 EACH| 420.00000 11340.00| 420.00000 11340.00| 370.33000

9998.91 PEDESTRIAN SIGNAL HEAD, TYPE A2, AS PER | | | PLAN | | |0024 632E25000 47.000 EACH| 27.00000 1269.00| 20.00000 940.00| 39.60000 1861.20 COVERING OF VEHICULAR SIGNAL HEAD | | |0025 632E26001 6.000 EACH| 56.00000 336.00| 100.00000 600.00| 97.83000 586.98 PEDESTRIAN PUSHBUTTON, AS PER PLAN | | |0026 632E27009 4.000 EACH| 164.00000 656.00| 175.00000 700.00| 215.75000 863.00 LOOP DETECTOR UNIT, DELAY AND EXTENSION | | | TYPE, AS PER PLAN | | |0027 632E27500 599.000 LF | 5.00000 2995.00| 6.50000 3893.50| 13.14000 7870.86 LOOP DETECTOR PAVEMENT CUTTING | | |0028 632E42201 84.000 LF | 1.00000 84.00| 1.00000 84.00| 1.49000 125.16 SIGNAL CABLE, 2 CONDUCTOR, NO. 12 AWG, | | | AS PER PLAN | | |0029 632E42501 5731.000 LF | 1.25000 7163.75| 1.30000 7450.30| 1.53000 8768.43 SIGNAL CABLE, 5 CONDUCTOR, NO. 12 AWG, | | | AS PER PLAN | | |0030 632E42701 3437.000 LF | 1.50000 5155.50| 1.75000 6014.75| 1.93000 6633.41 SIGNAL CABLE, 7 CONDUCTOR, NO. 12 AWG, | | | AS PER PLAN | | |0031 632E42901 1294.000 LF | 1.70000 2199.80| 2.10000 2717.40| 2.17000 2807.98 SIGNAL CABLE, 9 CONDUCTOR, NO. 12 AWG, | | | AS PER PLAN | | |0032 632E62810 1797.000 LF | 2.00000 3594.00| 2.50000 4492.50| 2.40000 4312.80 INTERCONNECT CABLE, MISC. INTERCONNECT | | | CABLE, 12-PAIR, NO. 16 A.W.G. | | |0033 632E62810 121.000 LF | 3.00000 363.00| 4.00000 484.00| 4.50000 544.50 INTERCONNECT CABLE, MISC. INTERCONNECT | | | CABLE, 25-PAIR, NO. 16 A.W.G. | | |0034 632E64801 1592.000 LF | 1.00000 1592.00| 1.25000 1990.00| 1.20000 1910.40 LOOP DETECTOR WIRE, AS PER PLAN , NO. | | | 12 A.W.G. | | |

0035 632E65401 443.000 LF | 1.00000 443.00| 1.50000 664.50| 1.32000 584.76 LOOP DETECTOR LEAD-IN CABLE, 2 | | | CONDUCTOR, NO. 12 AWG, AS PER PLAN | | | (SHIELDED) | | |0036 632E70001 6.000 EACH| 335.00000 2010.00| 900.00000 5400.00| 652.67000 3916.02 POWER SERVICE, AS PER PLAN , TYPE "B" | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :008 -4 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-1313282 |(2) 34-1695880 |(3) 34-4477671 |ADVANTAGE ENTERPRISES INC |GABE'S ELECTRIC INC |ROMANOFF ELECTRICCORPORATIOLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0037 632E71000 46.000 EACH| 15.00000 690.00| 55.00000 2530.00| 51.87000 2386.02 CABLE SUPPORT ASSEMBLY | | |0038 632E72001 63.340 CY | 518.00000 32810.12| 630.00000 39904.20| 592.42000 37523.88 CONCRETE FOR ANCHOR BASE FOUNDATION, AS | | | PER PLAN | | |0039 632E80700 1.000 EACH| 2205.00000 2205.00| 2500.00000 2500.00| 2529.00000 2529.00 SIGNAL SUPPORT, MISC.: SIGNAL SUPPORT, | | | .1793" X 10.0" X 22'-6" W/MAST ARM, | | | .1793" X 7.0" X 24'-0" | | |0040 632E80700 1.000 EACH| 2205.00000 2205.00| 2500.00000 2500.00| 2529.00000

2529.00 SIGNAL SUPPORT, MISC.: SIGNAL SUPPORT, | | | .1793" X 10.0" X 22'-6" W/MAST ARM, | | | .1793" X 7.0" X 26'-0" | | |0041 632E80700 1.000 EACH| 2300.00000 2300.00| 2600.00000 2600.00| 2611.00000 2611.00 SIGNAL SUPPORT, MISC.: SIGNAL SUPPORT, | | | .1793" X 11.0" X 22'-6" W/MAST ARM, | | | .1793" X 8.0" X 26'-0" | | |0042 632E80700 1.000 EACH| 2300.00000 2300.00| 2600.00000 2600.00| 2611.00000 2611.00 SIGNAL SUPPORT, MISC.: SIGNAL SUPPORT, | | | .1793" X 11.0" X 22'-6" W/MAST ARM, | | | .1793" X 8.0" X 30'-0" | | |0043 632E80700 1.000 EACH| 2500.00000 2500.00| 2700.00000 2700.00| 2735.00000 2735.00 SIGNAL SUPPORT, MISC.: SIGNAL SUPPORT, | | | .1793" X 12.0" X 22'-6" W/MAST ARM, | | | .1793" X 9.0" X 32'-0" | | |0044 632E80700 1.000 EACH| 2500.00000 2500.00| 2750.00000 2750.00| 2806.00000 2806.00 SIGNAL SUPPORT, MISC.: SIGNAL SUPPORT, | | | .1793" X 13.0" X 22'-6" W/MAST ARM, | | | .1793" X 10.0" X 36'-0" | | |0045 632E80700 1.000 EACH| 3200.00000 3200.00| 3500.00000 3500.00| 3787.00000 3787.00 SIGNAL SUPPORT, MISC.: SIGNAL SUPPORT, | | | .2391" X 12.0" X 22'-6" W/MAST ARM, | | | .2391" X 9.0" X 15'-0" & .1793" X 7.44" | | | X 26'-0" | | |0046 632E80700 1.000 EACH| 3200.00000 3200.00| 3500.00000 3500.00| 3787.00000 3787.00 SIGNAL SUPPORT, MISC.: SIGNAL SUPPORT, | | | .2391" X 12.0" X 22'-6" W/MAST ARM, | | | 0.1793" X 9.0" X 15'-0" & .2391" X | | | 7.44" X 28'-0" | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :008 -5 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970008 AWARDED VENDOR NUMBER : 34-1313282

8.0" X 32'-0" | | |0052 632E81700 2.000 EACH| 2600.00000 5200.00| 3000.00000 6000.00| 1581.00000 3162.00 COMBINATION SIGNAL SUPPORT, MISC.: | | | COMBINATION SIGNAL SUPPORT, .1793" X | | | 12.0" X 33'-0" W/MAST ARM, .1793" X | | | 9.0" X 32'-0" | | |0053 632E81700 1.000 EACH| 2700.00000 2700.00| 3100.00000 3100.00| 3239.00000 3239.00 COMBINATION SIGNAL SUPPORT, MISC.: | | | COMBINATION SIGNAL SUPPORT, .1793" X | | | 13.0" X 33'-0" W/MAST ARM, .1793" X | | | 10.0" X 32'-0" | | |0054 632E81700 2.000 EACH| 2100.00000 4200.00| 2400.00000 4800.00| 1333.50000 2667.00 COMBINATION SIGNAL SUPPORT, MISC.: | | | COMBINATION SIGNAL SUPPORT, .1793" X | | | 9.0" X 33'-0" W/MAST ARM, .1793" X 6.0" | | | X 20'-0" | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :008 -6 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-1313282 |(2) 34-1695880 |(3) 34-4477671 |ADVANTAGE ENTERPRISES INC |GABE'S ELECTRIC INC |ROMANOFF ELECTRICCORPORATIOLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0055 632E81700 1.000 EACH| 3800.00000 3800.00| 4095.00000 4095.00| 4341.00000 4341.00

COMBINATION SIGNAL SUPPORT, MISC.: | | | COMBINATION SIGNAL SUPPORT, .2391" X | | | 13.0" X 33'-0" W/MAST ARM, .2391" X | | | 10.0" X 36'-0" | | |0056 632E81700 1.000 EACH| 3800.00000 3800.00| 4095.00000 4095.00| 4478.00000 4478.00 COMBINATION SIGNAL SUPPORT, MISC.: | | | COMBINATION SIGNAL SUPPORT, .2391" X | | | 13.0" X 33'-0" W/MAST ARM, .2391" X 10" | | | X 15'-3" & .1793" X 8.44" X 26'-0" | | |0057 632E89901 6.000 EACH| 320.00000 1920.00| 500.00000 3000.00| 519.83000 3118.98 PEDESTAL, 8', TRANSFORMER BASE, AS PER | | | PLAN | | |0058 632E90100 6.000 EACH| 1500.00000 9000.00| 1500.00000 9000.00| 3281.67000 19690.02 REMOVAL OF TRAFFIC SIGNAL INSTALLATION | | |0059 632E90500 2.000 LF | 550.00000 1100.00| 100.00000 200.00| 1452.50000 2905.00 SIGNALIZATION, MISC.: ABOVE GROUND | | | SPLICE CLOSURE | | |0060 632E90500 284.000 LF | 1.00000 284.00| 2.00000 568.00| 2.30000 653.20 SIGNALIZATION, MISC.: POWER CABLE, 2-1/ | | | CONDUCTOR, NO. 8 A.W.G. | | |0061 633E38001 6.000 EACH| 6000.00000 36000.00| 5213.25000 31279.50| 6195.00000 37170.00 CONTROLLER, ACTUATED, 8 PHASE, SOLID | | | STATE DIGITAL MICROPROCESSOR, AS PER | | | PLAN | | |0062 633E70001 8.380 CY | 380.00000 3184.40| 695.00000 5824.10| 223.51000 1873.01 CONCRETE FOR CABINET FOUNDATION, AS PER | | | PLAN | | | SECTION TOTALS | $ 277,760.57| $ 317,149.25| $ 334,922.83------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0004 INCIDENTALS | | |0063 103E05000 LUMP| 6000.00000 6000.00| 6100.00000 6100.00| 5200.00000 5200.00 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | |

0064 614E11000 LUMP| 5600.00000 5600.00| 11000.00000 11000.00| 14099.00000 14099.00 MAINTAINING TRAFFIC | | |0065 619E15010 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| 9299.00000 9299.00 FIELD OFFICE, TYPE B | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :008 -7 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-1313282 |(2) 34-1695880 |(3) 34-4477671 |ADVANTAGE ENTERPRISES INC |GABE'S ELECTRIC INC |ROMANOFF ELECTRICCORPORATIOLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0066 619E25010 LUMP| 3600.00000 3600.00| 7200.00000 7200.00| 2948.00000 2948.00 SPECIAL - COMPUTER EQUIPMENT FOR TYPE B | | | OR C OFFICE | | |0067 623E10000 LUMP| 6000.00000 6000.00| 3500.00000 3500.00| 6740.00000 6740.00 CONSTRUCTION LAYOUT STAKES | | |0068 624E10000 LUMP| 12000.00000 12000.00| 5840.00000 5840.00| 5640.00000 5640.00 MOBILIZATION | | | SECTION TOTALS | $ 38,200.00| $ 39,640.00| $ 43,926.00------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 357,629.47| $ 401,552.63| $

425,296.11====================================================================================================================================


ODOT PROJECT NUMBER : 970009 AWARDED VENDOR NUMBER : 31-4445218 CALL ORDER : 009 CONTRACT ID : CPER5827 COUNTIES : PERRY LETTING DATE : 01/08/97 10:00 AM DISTRICT : 05 CONTRACT TIME : 08/31/97 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : BRO-6404(1) FOR IMPROVING COUNTY ROAD 34-00.01 IN MADISON TOWNSHIP, PERRY COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY CONSTRUCTING STRUCTURE; BRIDGE NO. PER-34-0001, A THREE SPAN CONTINOUS CONCRETE SLAB ON CAPPED PILE PIERS AND ABUTMENTS, (SPANS, 30'-0", 37'-6", 30'-0"; ROADWAY 32'-0" C/C BEARING), OVER JONATHAN CREEK.

SET-ASIDE :

VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-4445218 G W MELVIN CONTRACTING CO $ 486,125.69 100.0000% 2 31-4366382 COMPLETE GENERAL CONSTRUCTION COMPANY $ 564,021.78 116.0238% 3 34-1154679 SHAW & HOLTER INC $ 571,574.84 117.5775%==================================================================================================================================== |(1) 31-4445218 |(2) 31-4366382 |(3) 34-1154679 |G W MELVIN CONTRACTING CO |COMPLETE GENERAL CONSTRUCTIO|SHAW & HOLTER INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0001 ROADWAY | | |0001 201E11000 LUMP| 5500.00000 5500.00| 15000.00000 15000.00| 15546.00000

15546.00 CLEARING AND GRUBBING | | |0002 202E35100 24.000 LF | 2.00000 48.00| 10.00000 240.00| 15.65000 375.60 PIPE REMOVED, 24" AND UNDER | | |0003 202E35200 64.000 LF | 2.00000 128.00| 20.00000 1280.00| 22.50000 1440.00 PIPE REMOVED, OVER 24" | | |0004 202E42600 1.000 EACH| 200.00000 200.00| 200.00000 200.00| 100.00000 100.00 ANCHOR ASSEMBLY REMOVED FOR REUSE, TYPE | | | A | | |0005 202E75000 250.000 LF | 0.05000 12.50| 2.00000 500.00| 3.60000 900.00 FENCE REMOVED | | |0006 203E12000 1906.000 CY | 6.39000 12179.34| 12.00000 22872.00| 7.25000 13818.50 EXCAVATION NOT INCLUDING EMBANKMENT | | | CONSTRUCTION | | |0007 203E13101 1200.000 CY | 14.49000 17388.00| 8.00000 9600.00| 28.70000 34440.00 EXCAVATION OF UNSUITABLE MATERIAL, AS | | | PER PLAN | | |0008 203E11000 655.000 CY | 6.99000 4578.45| 10.00000 6550.00| 19.75000 12936.25 EXCAVATION INCLUDING EMBANKMENT | | | CONSTRUCTION | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :009 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970009 AWARDED VENDOR NUMBER : 31-4445218 CALL ORDER : 009 CONTRACT ID : CPER5827 COUNTIES : PERRY LETTING DATE : 01/08/97 10:00 AM DISTRICT : 05

SET-ASIDE :

==================================================================================================================================== |(1) 31-4445218 |(2) 31-4366382 |(3) 34-1154679 |G W MELVIN CONTRACTING CO |COMPLETE GENERAL CONSTRUCTIO|SHAW & HOLTER INC

LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0009 203E20000 2151.000 CY | 12.99000 27941.49| 14.00000 30114.00| 11.50000 24736.50 EMBANKMENT | | |0010 203E20001 892.000 CY | 12.99000 11587.08| 20.00000 17840.00| 11.75000 10481.00 EMBANKMENT, AS PER PLAN | | |0011 203E50000 2471.000 SY | 0.75000 1853.25| 1.00000 2471.00| 2.75000 6795.25 SUBGRADE COMPACTION | | |0012 606E13000 350.000 LF | 10.60000 3710.00| 9.60000 3360.00| 9.60000 3360.00 GUARDRAIL, TYPE 5 | | |0013 606E25000 3.000 EACH| 600.00000 1800.00| 550.00000 1650.00| 550.00000 1650.00 ANCHOR ASSEMBLY, TYPE A | | |0014 606E26500 1.000 EACH| 450.00000 450.00| 430.00000 430.00| 430.00000 430.00 ANCHOR ASSEMBLY, TYPE T | | |0015 606E27800 1.000 EACH| 450.00000 450.00| 420.00000 420.00| 420.00000 420.00 ANCHOR ASSEMBLY REBUILT, TYPE A | | |0016 606E35140 4.000 EACH| 600.00000 2400.00| 450.00000 1800.00| 450.00000 1800.00 BRIDGE TERMINAL ASSEMBLY, TYPE 4 | | |0017 690E98400 LUMP| 41000.00000 41000.00| 45000.00000 45000.00| 42000.00000 42000.00 SPECIAL - MISC.: FULL DEPTH RAILROAD | | | CROSSING REPLACEMENT, AS PER PLAN | | |0018 802E00100 12.000 EACH| 10.00000 120.00| 5.00000 60.00| 5.00000 60.00 BARRIER REFLECTOR, TYPE A | | | SECTION TOTALS | $ 131,346.11| $ 159,387.00| $ 171,289.10------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0002 EROSION CONTROL | | |0019 207E30000 500.000 LF | 1.00000 500.00| 2.50000 1250.00| 2.75000 1375.00

FILTER FABRIC FENCE | | |0020 207E70000 100.000 EACH| 0.25000 25.00| 5.00000 500.00| 5.00000 500.00 STRAW OR HAY BALES | | |0021 601E32104 7.000 CY | 25.50000 178.50| 80.00000 560.00| 74.40000 520.80 ROCK CHANNEL PROTECTION, TYPE B WITH | | | FABRIC FILTER | | |0022 601E32200 338.000 CY | 25.50000 8619.00| 52.00000 17576.00| 45.40000 15345.20 ROCK CHANNEL PROTECTION, TYPE C WITH | | | FILTER | | |0023 659E10000 7877.000 SY | 0.65000 5120.05| 0.55000 4332.35| 0.55000 4332.35 SEEDING AND MULCHING | | |0024 659E20000 0.400 TON | 375.00000 150.00| 375.00000 150.00| 375.00000 150.00 COMMERCIAL FERTILIZER | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :009 -3 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-4445218 |(2) 31-4366382 |(3) 34-1154679 |G W MELVIN CONTRACTING CO |COMPLETE GENERAL CONSTRUCTIO|SHAW & HOLTER INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0025 659E30000 3.370 TON | 120.00000 404.40| 45.00000 151.65| 45.00000 151.65 AGRICULTURAL LIMING | | |0026 659E35000 8.000 MGAL| 1.00000 8.00| 0.50000 4.00| 0.50000

4.00 WATER | | |0027 668E10000 204.000 SY | 2.50000 510.00| 1.75000 357.00| 1.75000 357.00 SEEDING AND EXCELSIOR MATTING | | | SECTION TOTALS | $ 15,514.95| $ 24,881.00| $ 22,736.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0003 DRAINAGE | | |0028 602E20000 3.000 CY | 450.00000 1350.00| 1000.00000 3000.00| 450.00000 1350.00 CONCRETE MASONRY | | |0029 603E01500 25.000 LF | 1.00000 25.00| 5.00000 125.00| 8.60000 215.00 6" CONDUIT, TYPE F | | |0030 603E04400 25.000 LF | 2.00000 50.00| 20.00000 500.00| 26.88000 672.00 12" CONDUIT, TYPE B | | |0031 603E04900 40.000 LF | 17.64000 705.60| 40.00000 1600.00| 20.70000 828.00 12" CONDUIT, TYPE D | | |0032 603E10900 48.000 LF | 25.32000 1215.36| 45.00000 2160.00| 38.25000 1836.00 24" CONDUIT, TYPE D | | |0033 603E11700 70.000 LF | 60.44000 4230.80| 50.00000 3500.00| 40.75000 2852.50 27" CONDUIT, TYPE A | | |0034 603E16200 123.000 LF | 71.90000 8843.70| 60.00000 7380.00| 42.45000 5221.35 36" CONDUIT, TYPE A | | |0035 604E05300 1.000 EACH| 1100.00000 1100.00| 2000.00000 2000.00| 1360.00000 1360.00 CATCH BASIN, NO. 2-4 | | |0036 605E31100 233.000 LF | 3.75000 873.75| 10.00000 2330.00| 6.60000 1537.80 AGGREGATE DRAIN | | | SECTION TOTALS | $ 18,394.21| $ 22,595.00| $ 15,872.65------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0004 PAVEMENT | | |

0037 255E20000 79.000 LF | 6.50000 513.50| 3.00000 237.00| 3.80000 300.20 FULL DEPTH PAVEMENT SAWING | | |0038 301E10002 198.000 CY | 92.00000 18216.00| 90.00000 17820.00| 90.00000 17820.00 BITUMINOUS AGGREGATE BASE, AC-20 | | |0039 304E20000 450.000 CY | 29.00000 13050.00| 40.00000 18000.00| 45.00000 20250.00 AGGREGATE BASE | | |0040 402E20000 111.000 CY | 96.00000 10656.00| 100.00000 11100.00| 100.00000 11100.00 ASPHALT CONCRETE, AC-20 | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :009 -4 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-4445218 |(2) 31-4366382 |(3) 34-1154679 |G W MELVIN CONTRACTING CO |COMPLETE GENERAL CONSTRUCTIO|SHAW & HOLTER INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0041 402E20010 6.000 CY | 96.00000 576.00| 100.00000 600.00| 100.00000 600.00 ASPHALT CONCRETE, AC-20 (DRIVEWAYS) | | |0042 404E20000 79.000 CY | 96.00000 7584.00| 125.00000 9875.00| 125.00000 9875.00 ASPHALT CONCRETE, AC-20 | | |0043 407E10000 1.000 GAL | 20.00000 20.00| 100.00000 100.00| 100.00000 100.00 TACK COAT | | |0044 408E10000 1019.000 GAL | 1.50000 1528.50| 1.00000 1019.00| 1.00000

1019.00 BITUMINOUS PRIME COAT | | |0045 611E15001 142.000 SY | 126.26000 17928.92| 105.00000 14910.00| 121.00000 17182.00 REINFORCED CONCRETE APPROACH SLAB | | | (T=13"), AS PER PLAN | | | SECTION TOTALS | $ 70,072.92| $ 73,661.00| $ 78,246.20------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0005 TRAFFIC CONTROL | | |0046 621E00100 27.000 EACH| 80.00000 2160.00| 58.00000 1566.00| 57.03000 1539.81 RAISED PAVEMENT MARKER | | |0047 642E00102 0.380 MILE| 2000.00000 760.00| 1754.00000 666.52| 1754.00000 666.52 EDGE LINE, TYPE 2 | | |0048 642E00302 0.190 MILE| 2000.00000 380.00| 1754.00000 333.26| 1754.00000 333.26 CENTER LINE, TYPE 2 | | |0049 644E01000 2.000 EACH| 400.00000 800.00| 325.00000 650.00| 325.00000 650.00 RAILROAD SYMBOL MARKING | | | SECTION TOTALS | $ 4,100.00| $ 3,215.78| $ 3,189.59------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0006 MAINTENANCE OF TRAFFIC | | |0050 410E14001 150.000 CY | 6.00000 900.00| 28.00000 4200.00| 20.00000 3000.00 TRAFFIC COMPACTED SURFACE, AS PER PLAN | | |0051 616E10000 11.000 MGAL| 0.10000 1.10| 20.00000 220.00| 5.00000 55.00 WATER | | |0052 616E20000 2.200 TON | 5.00000 11.00| 200.00000 440.00| 300.00000 660.00 CALCIUM CHLORIDE | | | SECTION TOTALS | $ 912.10| $ 4,860.00| $ 3,715.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0007 STRUCTURE OVER 20 FOOT SPAN

BRIDGE NO. PER-CR 34-00.01 | | |0053 202E11002 LUMP| 4000.00000 4000.00| 10000.00000 10000.00| 22860.00000 22860.00 STRUCTURE REMOVED, OVER 20 FOOT SPAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :009 -5 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-4445218 |(2) 31-4366382 |(3) 34-1154679 |G W MELVIN CONTRACTING CO |COMPLETE GENERAL CONSTRUCTIO|SHAW & HOLTER INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0054 503E21300 LUMP| 1350.00000 1350.00| 8000.00000 8000.00| 1646.00000 1646.00 UNCLASSIFIED EXCAVATION | | |0055 505E11100 LUMP| 8000.00000 8000.00| 20000.00000 20000.00| 2470.00000 2470.00 PILE DRIVING EQUIPMENT MOBILIZATION | | |0056 507E11100 424.000 LF | 22.37000 9484.88| 15.00000 6360.00| 23.00000 9752.00 STEEL PILES HP10X42 | | |0057 507E15500 427.000 LF | 36.59000 15623.93| 20.00000 8540.00| 40.00000 17080.00 STEEL PILES HP14X73 | | |0058 507E71200 176.000 LF | 19.85000 3493.60| 18.00000 3168.00| 18.00000 3168.00 SPECIAL - PILE ENCASEMENT | | |0059 507E93301 30.000 EACH| 75.00000 2250.00| 70.00000 2100.00| 136.00000 4080.00

STEEL POINT (OR SHOE), AS PER PLAN | | |0060 509E15820 43100.000 LB | 0.58000 24998.00| 0.50000 21550.00| 0.67000 28877.00 EPOXY COATED REINFORCING STEEL, GRADE 60| | |0061 511E32200 185.000 CY | 473.05000 87514.25| 450.00000 83250.00| 448.00000 82880.00 CLASS S CONCRETE, SUPERSTRUCTURE | | |0062 511E42500 18.600 CY | 590.35000 10980.51| 800.00000 14880.00| 923.00000 17167.80 CLASS C CONCRETE, PIER CAP | | |0063 511E43500 67.000 CY | 375.33000 25147.11| 375.00000 25125.00| 339.00000 22713.00 CLASS C CONCRETE, ABUTMENT INCLUDING | | | FOOTING | | |0064 512E67502 96.000 SY | 16.41000 1575.36| 15.00000 1440.00| 20.00000 1920.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY) | | |0065 517E72300 212.500 LF | 56.10000 11921.25| 47.20000 10030.00| 47.20000 10030.00 RAILING (DEEP BEAM RAIL WITH STEEL | | | TUBULAR BACKUP AND TYPE 2 STEEL POSTS | | | AND ANCHOR BOLTS) | | |0066 518E21200 41.000 CY | 38.91000 1595.31| 65.00000 2665.00| 50.00000 2050.00 POROUS BACKFILL WITH FILTER FABRIC | | |0067 518E22300 198.000 LF | 7.40000 1465.20| 8.00000 1584.00| 8.50000 1683.00 SPECIAL - STEEL DRIP STRIP | | |0068 518E40001 105.000 LF | 6.40000 672.00| 6.00000 630.00| 16.30000 1711.50 6" PERFORATED CORRUGATED PLASTIC PIPE, | | | AS PER PLAN | | |0069 518E40011 10.000 LF | 6.40000 64.00| 10.00000 100.00| 16.30000 163.00 6" NON-PERFORATED CORRUGATED PLASTIC | | | PIPE, INCLUDING SPECIALS, AS PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :009 -6 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-4445218 |(2) 31-4366382 |(3) 34-1154679 |G W MELVIN CONTRACTING CO |COMPLETE GENERAL CONSTRUCTIO|SHAW & HOLTER INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 210,135.40| $ 219,422.00| $ 230,251.30------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0008 INCIDENTALS | | |0070 100E00300 LUMP| 2500.00000 2500.00| 3500.00000 3500.00| 4000.00000 4000.00 SPECIAL - PREMIUM ON RAILROADS' | | | PROTECTIVE PUBLIC LIABILITY AND | | | PROPERTY DAMAGE LIABILITY INSURANCE | | |0071 103E05000 LUMP| 5500.00000 5500.00| 5000.00000 5000.00| 6000.00000 6000.00 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | |0072 614E11000 LUMP| 10000.00000 10000.00| 13000.00000 13000.00| 6200.00000 6200.00 MAINTAINING TRAFFIC | | |0073 619E15000 LUMP| 3500.00000 3500.00| 5000.00000 5000.00| 3500.00000 3500.00 FIELD OFFICE, TYPE A | | |0074 619E25000 LUMP| 4500.00000 4500.00| 1500.00000 1500.00| 1905.00000 1905.00 SPECIAL - COMPUTER EQUIPMENT FOR TYPE A | | | OFFICE | | |0075 623E10000 LUMP| 4200.00000 4200.00| 8000.00000 8000.00| 8270.00000 8270.00 CONSTRUCTION LAYOUT STAKES | | |0076 624E10000 LUMP| 5450.00000 5450.00| 20000.00000 20000.00| 16400.00000

16400.00 MOBILIZATION | | | SECTION TOTALS | $ 35,650.00| $ 56,000.00| $ 46,275.00------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 486,125.69| $ 564,021.78| $ 571,574.84====================================================================================================================================


ODOT PROJECT NUMBER : 970010 AWARDED VENDOR NUMBER : 31-0924535 CALL ORDER : 010 CONTRACT ID : CPIK8761 COUNTIES : PIKE LETTING DATE : 01/08/97 10:00 AM DISTRICT : 09 CONTRACT TIME : 07/31/98 COMPLETION DATE CONTRACT DESCRIPTION : URBAN CLASS PROJECT(S) : NH-22(82) FOR IMPROVING SECTION PIK-23-13.454, U.S. ROUTE 23 IN THE VILLAGE OF PIKETON, PEE PEE AND SEAL TOWNSHIPS, PIKE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING DRAINING AND PAVING WITH ASPHALT CONCRETE ON A AGGREGATE BASE AND BY CONSTRUCTING: BRIDGE NO. PIK-23-013467L, A SEVEN SPAN COMPOSITE PRESTRESSED CONCRETE BOX BEAMS WITH SPILL THRU REAR ABUTMENTS, WALL TYPE FORWARD ABUTMENTS AND T-TYPE PIERS ( SPANS 1 AT 19373, 5 AT 29129, 1 AT 24673 CENTER TO CENTER BEARINGS, ROADWAY 12000 TOE TO TOE BARRIER), OVER SCIOTO RIVER.

SET-ASIDE :

VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-0924535 C J MAHAN CONSTRUCTION CO $ 2,781,187.75 100.0000% 2 34-4272670 S E JOHNSON COMPANIES INC $ 2,877,560.69 103.4651% 3 31-0646944 DIAL CONSTRUCTION CO INC $ 2,931,471.99 105.4035% 4 31-1023518 KOKOSING CONSTRUCTION COMPANY INC $ 2,952,468.53 106.1585% 5 31-1316393 AHERN & ASSOCIATES INC $ 3,002,363.98 107.9525% 6 31-0728277 MAIDEN & JENKINS CONSTRUCTION COMPANY $ 3,300,000.00 118.6543%==================================================================================================================================== |(1) 31-0924535 |(2) 34-4272670 |(3) 31-0646944 |C J MAHAN CONSTRUCTION CO |S E JOHNSON COMPANIES INC |DIAL CONSTRUCTION COINCLINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0001 ROADWAY | | |0001 201M11000 LUMP| 10000.00000 10000.00| 25000.00000 25000.00| 5000.00000 5000.00 CLEARING AND GRUBBING | | |0002 202M11002 LUMP| 300000.00000 300000.00| 290000.00000 290000.00| 400000.00000 400000.00 STRUCTURE REMOVED, OVER 6 METER SPAN | | |0003 202M22900 138.000 SQ M| 20.00000 2760.00| 28.00000 3864.00| 20.00000 2760.00 APPROACH SLAB REMOVED | | |0004 202M32600 128.000 M | 10.00000 1280.00| 16.00000 2048.00| 10.00000 1280.00 GUTTER REMOVED | | |0005 202M38200 135.255 M | 5.00000 676.28| 4.00000 541.02| 6.56000 887.27 GUARDRAIL REMOVED FOR REUSE | | |0006 202M70100 120.000 M | 20.00000 2400.00| 41.29000 4954.80| 35.00000 4200.00 SPECIAL - PIPE CLEANOUT | | |0007 203M12000 271.000 CU M| 7.00000 1897.00| 15.00000 4065.00| 10.00000 2710.00 EXCAVATION NOT INCLUDING EMBANKMENT | | | CONSTRUCTION | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :010 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970010 AWARDED VENDOR NUMBER : 31-0924535 CALL ORDER : 010 CONTRACT ID : CPIK8761 COUNTIES : PIKE LETTING DATE : 01/08/97 10:00 AM DISTRICT : 09

SET-ASIDE :

==================================================================================================================================== |(1) 31-0924535 |(2) 34-4272670 |(3) 31-0646944

|C J MAHAN CONSTRUCTION CO |S E JOHNSON COMPANIES INC |DIAL CONSTRUCTION COINCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0008 203M20000 543.000 CU M| 12.00000 6516.00| 10.00000 5430.00| 11.00000 5973.00 EMBANKMENT | | |0009 203M50000 187.000 SQ M| 3.00000 561.00| 5.50000 1028.50| 1.41000 263.67 SUBGRADE COMPACTION | | |0010 203M60101 81.000 M | 18.00000 1458.00| 30.00000 2430.00| 50.00000 4050.00 LINEAR GRADING, AS PER PLAN | | |0011 516M13600 8.000 SQ M| 28.00000 224.00| 2.00000 16.00| 15.00000 120.00 25 MM PREFORMED EXPANSION JOINT FILLER | | |0012 516M31010 32.000 M | 16.00000 512.00| 8.00000 256.00| 20.00000 640.00 50 MM DEEP JOINT SEALER | | |0013 604M40500 2.000 EACH| 500.00000 1000.00| 250.00000 500.00| 120.00000 240.00 REFERENCE MONUMENT | | |0014 606M16500 95.250 M | 25.00000 2381.25| 48.00000 4572.00| 27.23000 2593.66 GUARDRAIL REBUILT, TYPE 5 | | |0015 606M26500 1.000 EACH| 365.00000 365.00| 490.00000 490.00| 440.00000 440.00 ANCHOR ASSEMBLY, TYPE T | | |0016 606M35000 2.000 EACH| 925.00000 1850.00| 980.00000 1960.00| 1200.00000 2400.00 BRIDGE TERMINAL ASSEMBLY, TYPE 1 | | |0017 606M35100 1.000 EACH| 285.00000 285.00| 427.00000 427.00| 420.00000 420.00 BRIDGE TERMINAL ASSEMBLY, TYPE 2 | | |0018 622M24001 16.000 M | 175.00000 2800.00| 375.00000 6000.00| 800.00000 12800.00 CONCRETE BARRIER, TYPE D, AS PER PLAN | | | SECTION TOTALS | $ 336,965.53| $ 353,582.32| $ 446,777.60------------------------------------------+----------------------------+----------------------------+-------------------------------

SECTION 0002 EROSION CONTROL | | |0019 207M10000 125.000 SQ M| 0.20000 25.00| 0.20000 25.00| 0.25000 31.25 TEMPORARY SEEDING AND MULCHING | | |0020 207M30000 225.000 M | 5.00000 1125.00| 8.20000 1845.00| 6.00000 1350.00 FILTER FABRIC FENCE | | |0021 601M32200 245.000 CU M| 42.00000 10290.00| 60.00000 14700.00| 51.20000 12544.00 ROCK CHANNEL PROTECTION, TYPE C WITH | | | FILTER | | |0022 601M38400 21.000 M | 60.00000 1260.00| 40.00000 840.00| 150.00000 3150.00 PAVED GUTTER, TYPE 2 | | |0023 659M10000 624.000 SQ M| 3.25000 2028.00| 3.25000 2028.00| 3.00000 1872.00 SEEDING AND MULCHING | | |0024 659M14000 31.000 SQ M| 1.10000 34.10| 1.10000 34.10| 1.50000 46.50 REPAIR SEEDING AND MULCHING | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :010 -3 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-0924535 |(2) 34-4272670 |(3) 31-0646944 |C J MAHAN CONSTRUCTION CO |S E JOHNSON COMPANIES INC |DIAL CONSTRUCTION COINCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------

0025 659M20000 75.000 KG | 1.00000 75.00| 1.00000 75.00| 1.50000 112.50 COMMERCIAL FERTILIZER | | |0026 659M30000 160.000 KG | 0.05000 8.00| 0.05000 8.00| 0.10000 16.00 AGRICULTURAL LIMING | | |0027 659M35000 9.000 CU M| 0.70000 6.30| 0.70000 6.30| 1.00000 9.00 WATER | | |0028 659M40000 312.000 SQ M| 0.05000 15.60| 0.05000 15.60| 0.02000 6.24 MOWING | | |0029 670M41000 168.000 SQ M| 4.75000 798.00| 4.75000 798.00| 4.55000 764.40 SLOPE EROSION PROTECTION | | | SECTION TOTALS | $ 15,665.00| $ 20,375.00| $ 19,901.89------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0003 DRAINAGE | | |0030 602M20000 0.200 CU M| 2000.00000 400.00| 3500.00000 700.00| 1200.00000 240.00 CONCRETE MASONRY | | |0031 603M04400 36.000 M | 75.00000 2700.00| 110.00000 3960.00| 35.00000 1260.00 300 MM CONDUIT, TYPE B | | |0032 603M06100 7.000 M | 120.00000 840.00| 120.00000 840.00| 40.00000 280.00 375 MM CONDUIT, TYPE C | | |0033 603M06700 20.000 M | 120.00000 2400.00| 120.00000 2400.00| 164.00000 3280.00 375 MM CONDUIT, TYPE F 707.05 (TYPE C) | | |0034 604M04500 3.000 EACH| 1000.00000 3000.00| 1600.00000 4800.00| 900.00000 2700.00 CATCH BASIN, NO. 2-2B | | |0035 605M31100 30.000 M | 35.00000 1050.00| 67.00000 2010.00| 39.36000 1180.80 AGGREGATE DRAIN | | | SECTION TOTALS | $ 10,390.00| $ 14,710.00| $ 8,940.80------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0004 PAVEMENT

| | |0036 254M01000 581.000 SQ M| 10.00000 5810.00| 6.00000 3486.00| 5.76000 3346.56 PAVEMENT PLANING, BITUMINOUS | | |0037 255M20000 81.000 M | 15.00000 1215.00| 8.20000 664.20| 8.50000 688.50 FULL DEPTH PAVEMENT SAWING | | |0038 304M20000 28.000 CU M| 50.00000 1400.00| 70.00000 1960.00| 64.00000 1792.00 AGGREGATE BASE | | |0039 402M20000 2.000 CU M| 285.00000 570.00| 525.00000 1050.00| 250.00000 500.00 ASPHALT CONCRETE, AC-20 | | |0040 404M20000 19.000 CU M| 285.00000 5415.00| 525.00000 9975.00| 220.00000 4180.00 ASPHALT CONCRETE, AC-20 | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :010 -4 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-0924535 |(2) 34-4272670 |(3) 31-0646944 |C J MAHAN CONSTRUCTION CO |S E JOHNSON COMPANIES INC |DIAL CONSTRUCTION COINCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0041 407M10000 200.000 L | 0.14000 28.00| 2.65000 530.00| 2.00000 400.00 TACK COAT | | |0042 448M14101 6.000 CU M| 285.00000 1710.00| 1250.00000 7500.00| 220.00000 1320.00

ASPHALT CONCRETE INTERMEDIATE COURSE, | | | TYPE 1 (UNDER GUARDRAIL), AS PER PLAN | | |0043 611M25001 182.000 SQ M| 150.00000 27300.00| 150.00000 27300.00| 165.20000 30066.40 REINFORCED CONCRETE APPROACH SLAB | | | (T=380 MM), AS PER PLAN | | | SECTION TOTALS | $ 43,448.00| $ 52,465.20| $ 42,293.46------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0005 LIGHTING | | |0044 202M98200 39.000 M | 2.20000 85.80| 2.00000 78.00| 2.00000 78.00 REMOVAL MISC.: EXISTING CONDUIT CLEANED,| | | AS PER PLAN | | |0045 202M98200 261.000 M | 9.00000 2349.00| 2.50000 652.50| 2.50000 652.50 REMOVAL MISC.: REMOVAL OF EXISTING | | | CONDUIT AND SIGNAL CABLE | | |0046 603M00400 24.000 M | 14.20000 340.80| 9.00000 216.00| 9.00000 216.00 100 MM CONDUIT, TYPE E | | |0047 625M25400 500.000 M | 31.50000 15750.00| 32.50000 16250.00| 32.50000 16250.00 CONDUIT, 51 MM, 713.04 | | |0048 625M29002 87.000 M | 13.80000 1200.60| 10.50000 913.50| 10.50000 913.50 TRENCH, 0.6 M DEEP | | |0049 625M29920 8.000 EACH| 883.00000 7064.00| 560.00000 4480.00| 560.00000 4480.00 STRUCTURE JUNCTION BOX | | |0050 625M30500 4.000 EACH| 459.00000 1836.00| 475.00000 1900.00| 475.00000 1900.00 PULL BOX, 713.09, 450 MM | | |0051 625M31600 2.000 EACH| 151.00000 302.00| 100.00000 200.00| 100.00000 200.00 PULL BOX, MISC.: EXISTING PULL BOX | | | CLEANED | | |0052 625M33000 1.000 EACH| 2889.00000 2889.00| 3250.00000 3250.00| 3250.00000 3250.00 STRUCTURE GROUNDING SYSTEM | | |0053 625M40020 3.000 EACH| 95.00000 285.00| 75.00000 225.00| 75.00000 225.00

SPECIAL - DISCONNECT EXISTING CIRCUIT | | |0054 632M30990 330.000 M | 7.40000 2442.00| 6.50000 2145.00| 6.50000 2145.00 SIGNAL CABLE, 4 CONDUCTOR, NO. 10 AWG | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :010 -5 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-0924535 |(2) 34-4272670 |(3) 31-0646944 |C J MAHAN CONSTRUCTION CO |S E JOHNSON COMPANIES INC |DIAL CONSTRUCTION COINCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 34,544.20| $ 30,310.00| $ 30,310.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0006 TRAFFIC CONTROL | | |0055 202M54100 57.000 EACH| 5.00000 285.00| 18.00000 1026.00| 5.00000 285.00 RAISED PAVEMENT MARKER REMOVED FOR | | | STORAGE | | |0056 621M00100 57.000 EACH| 56.00000 3192.00| 53.32000 3039.24| 58.00000 3306.00 RAISED PAVEMENT MARKER | | |0057 642M00102 1.420 KM | 395.00000 560.90| 698.00000 991.16| 395.00000 560.90 EDGE LINE, TYPE 2 | | |0058 642M00202 1.340 KM | 325.00000 435.50| 583.00000 781.22| 325.00000

435.50 LANE LINE, TYPE 2 | | | SECTION TOTALS | $ 4,473.40| $ 5,837.62| $ 4,587.40------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0007 MAINTENANCE OF TRAFFIC | | |0059 404M35000 20.000 CU M| 20.00000 400.00| 150.00000 3000.00| 80.00000 1600.00 BITUMINOUS CONCRETE FOR MAINTAINING | | | TRAFFIC | | |0060 410M12000 20.000 CU M| 10.00000 200.00| 30.00000 600.00| 30.00000 600.00 TRAFFIC COMPACTED SURFACE, TYPE A OR B | | |0061 411M10000 17.000 CU M| 10.00000 170.00| 35.00000 595.00| 40.00000 680.00 STABILIZED CRUSHED AGGREGATE | | |0062 614M11100 48.000 HOUR| 32.00000 1536.00| 36.00000 1728.00| 100.00000 4800.00 LAW ENFORCEMENT OFFICER WITH PATROL CAR | | |0063 614M12350 2.000 EACH| 10000.00000 20000.00| 8470.00000 16940.00| 10000.00000 20000.00 TEMPORARY IMPACT ATTENUATOR , G.R.E.A.T.| | | TYPE, MODEL NO. 200200NF6GCZ, | | | BIDIRECTIONAL | | |0064 614M12470 11.000 EACH| 25.00000 275.00| 125.00000 1375.00| 220.00000 2420.00 WORK ZONE SPEED LIMIT SIGN | | |0065 614M12500 5.000 SQ M| 35.00000 175.00| 65.00000 325.00| 95.00000 475.00 SPECIAL - REPLACEMENT SIGN | | |0066 614M12600 20.000 EACH| 30.00000 600.00| 56.00000 1120.00| 56.00000 1120.00 SPECIAL - REPLACEMENT DRUM | | |0067 614M12756 2.000 EACH| 20000.00000 40000.00| 24720.00000 49440.00| 24720.00000 49440.00 TEMPORARY CROSSOVER LIGHTING SYSTEM | | |0068 614M12760 1.000 EACH| 1500.00000 1500.00| 3000.00000 3000.00| 3000.00000 3000.00 SPECIAL - FLASHING ARROW PANEL , | | | ADDITIONAL | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :

01/16/97 PAGE :010 -6 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-0924535 |(2) 34-4272670 |(3) 31-0646944 |C J MAHAN CONSTRUCTION CO |S E JOHNSON COMPANIES INC |DIAL CONSTRUCTION COINCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0069 614M12800 112.000 EACH| 2.00000 224.00| 1.25000 140.00| 3.50000 392.00 TEMPORARY RAISED PAVEMENT MARKER | | |0070 614M13300 374.000 EACH| 2.00000 748.00| 2.25000 841.50| 4.50000 1683.00 BARRIER REFLECTOR, TYPE B | | |0071 614M22000 3.700 KM | 300.00000 1110.00| 650.00000 2405.00| 400.00000 1480.00 TEMPORARY EDGE LINE, CLASS I | | |0072 614M23000 35.000 M | 3.00000 105.00| 5.00000 175.00| 1.50000 52.50 TEMPORARY CHANNELIZING LINE, CLASS I | | |0073 614M24000 45.000 M | 7.00000 315.00| 5.00000 225.00| 0.80000 36.00 TEMPORARY DOTTED LINE, CLASS I | | |0074 614M26000 15.000 M | 9.00000 135.00| 15.00000 225.00| 15.00000 225.00 TEMPORARY STOP LINE, CLASS I | | |0075 615M10000 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 20000.00000 20000.00 TEMPORARY ROAD | | |0076 615M20000 594.000 SQ M| 36.00000 21384.00| 60.00000 35640.00| 36.00000 21384.00

TEMPORARY PAVEMENT, CLASS A | | |0077 622M40031 737.000 M | 65.00000 47905.00| 80.00000 58960.00| 114.80000 84607.60 PORTABLE CONCRETE BARRIER, 1270 MM, AS | | | PER PLAN | | |0078 622M90200 1.000 EACH| 150.00000 150.00| 285.00000 285.00| 500.00000 500.00 BARRIER, MISC.: A-FRAME HINGED TYPE III | | | BARRICADE (3.6 M. LONG) | | |0079 630M80103 5.000 SQ M| 40.00000 200.00| 65.00000 325.00| 85.00000 425.00 SIGN, FLAT SHEET, TYPE G, AS PER PLAN | | |0080 690M10410 1.000 EACH| 1000.00000 1000.00| 3950.00000 3950.00| 4500.00000 4500.00 SPECIAL - REPLACEMENT IMPACT ATTENUATOR | | | , (G.R.E.A.T. TYPE), MODEL NO. | | | 200200NF6GCZ, BIDIRECTIONAL | | | SECTION TOTALS | $ 153,132.00| $ 196,294.50| $ 219,420.10------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0008 STRUCTURE OVER 6 METER SPAN BRIDGE NO. PIK-23-013467 L | | |0081 503M11100 LUMP| 300000.00000 300000.00| 175000.00000 175000.00| 400000.00000 400000.00 COFFERDAMS, CRIBS AND SHEETING | | |0082 503M21101 1412.000 CU M| 40.00000 56480.00| 80.00000 112960.00| 22.21000 31360.52 UNCLASSIFIED EXCAVATION, AS PER PLAN | | |0083 505M11100 LUMP| 35000.00000 35000.00| 18000.00000 18000.00| 9000.00000 9000.00 PILE DRIVING EQUIPMENT MOBILIZATION | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :010 -7 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-0924535 |(2) 34-4272670 |(3) 31-0646944 |C J MAHAN CONSTRUCTION CO |S E JOHNSON COMPANIES INC |DIAL CONSTRUCTION COINCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0084 507M12200 571.000 M | 35.00000 19985.00| 45.00000 25695.00| 45.27000 25849.17 STEEL PILES HP250X62 | | |0085 507M14400 588.000 M | 40.00000 23520.00| 60.00000 35280.00| 54.66000 32140.08 STEEL PILES HP310X79 | | |0086 507M93301 124.000 EACH| 80.00000 9920.00| 65.00000 8060.00| 55.70000 6906.80 STEEL POINT (OR SHOE), AS PER PLAN | | |0087 509M15840 132783.000 KG | 1.14000 151372.62| 1.35000 179257.05| 1.30500 173281.82 EPOXY COATED REINFORCING STEEL, GRADE | | | 400 | | |0088 511M48000 444.000 CU M| 275.00000 122100.00| 325.00000 144300.00| 320.00000 142080.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (DECK) | | |0089 511M48020 129.000 CU M| 265.00000 34185.00| 320.00000 41280.00| 469.00000 60501.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (PARAPET) | | |0090 511M48040 903.000 CU M| 315.00000 284445.00| 475.00000 428925.00| 360.00000 325080.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUBSTRUCTURE | | |0091 511M49000 LUMP| 2500.00000 2500.00| 700.00000 700.00| 1500.00000 1500.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | TRIAL MIX | | |0092 511M49010 LUMP| 7500.00000 7500.00| 6360.00000 6360.00| 10000.00000 10000.00 SPECIAL - HIGH PERFORMANCE CONCRETE | | |

TESTING | | |0093 512M67510 2708.000 SQ M| 9.50000 25726.00| 12.00000 32496.00| 7.67000 20770.36 SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY-URETHANE) | | |0094 515M51640 14.000 EACH| 6400.00000 89600.00| 6500.00000 91000.00| 7662.58000 107276.12 PRESTRESSED CONCRETE COMPOSITE BOX BEAM | | | (18.90-23.17 METER) (19.700 METER) | | | (CB1070-915) | | |0095 515M51650 14.000 EACH| 7800.00000 109200.00| 7300.00000 102200.00| 7662.58000 107276.12 PRESTRESSED CONCRETE COMPOSITE BOX BEAM | | | (23.17-26.83 METER) (25.000 METER) | | | (CB1070-915) | | |0096 515M51700 70.000 EACH| 8800.00000 616000.00| 8500.00000 595000.00| 7662.58000 536380.60 PRESTRESSED CONCRETE COMPOSITE BOX BEAM | | | (915 MM WIDE) (29.450 METER) | | | (CB1070-915) | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :010 -8 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-0924535 |(2) 34-4272670 |(3) 31-0646944 |C J MAHAN CONSTRUCTION CO |S E JOHNSON COMPANIES INC |DIAL CONSTRUCTION COINCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0097 516M11210 28.000 M | 560.00000 15680.00| 550.00000 15400.00| 545.00000

15260.00 STRUCTURAL EXPANSION JOINT INCLUDING | | | ELASTOMERIC STRIP SEAL | | |0098 516M14000 25.000 SQ M| 6.00000 150.00| 15.00000 375.00| 16.00000 400.00 PREFORMED EXPANSION JOINT FILLER, | | | MISC.: (69 MM THICKNESS) | | |0099 516M14000 1.000 SQ M| 7.00000 7.00| 18.00000 18.00| 16.00000 16.00 PREFORMED EXPANSION JOINT FILLER, | | | MISC.: (91 MM THICKNESS) | | |0100 516M41200 11.000 SQ M| 9.00000 99.00| 20.00000 220.00| 28.85000 317.35 3 MM PREFORMED BEARING PAD, 711.21 | | |0101 516M43200 336.000 EACH| 60.00000 20160.00| 60.00000 20160.00| 59.60000 20025.60 ELASTOMERIC BEARING WITH INTERNAL | | | LAMINATES ONLY (NEOPRENE) | | | (230MMX230MMX69MM) | | |0102 516M43300 56.000 EACH| 75.00000 4200.00| 75.00000 4200.00| 75.20000 4211.20 ELASTOMERIC BEARING WITH INTERNAL | | | LAMINATES ONLY (NEOPRENE) | | | (180MMX280MMX91MM) | | |0103 518M21200 68.000 CU M| 40.00000 2720.00| 60.00000 4080.00| 64.00000 4352.00 POROUS BACKFILL WITH FILTER FABRIC | | |0104 518M40001 48.000 M | 15.00000 720.00| 15.00000 720.00| 21.00000 1008.00 150 MM PERFORATED CORRUGATED PLASTIC | | | PIPE, AS PER PLAN | | |0105 518M40011 12.000 M | 15.00000 180.00| 15.00000 180.00| 21.00000 252.00 150 MM NON-PERFORATED CORRUGATED | | | PLASTIC PIPE, INCLUDING SPECIALS, AS | | | PER PLAN | | | SECTION TOTALS | $ 1,931,449.62| $ 2,041,866.05| $ 2,035,244.74------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0009 INCIDENTALS | | |0106 100M00400 1400.000 HOUR| 0.80000 1120.00| 0.80000 1120.00| 2.14000 2996.00

SPECIAL - TRAINING PER FHPM 6-4-1-2 (2 | | | TRAINEES) | | |0107 103M05000 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| 21000.00000 21000.00 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | |0108 614M11000 LUMP| 60000.00000 60000.00| 50000.00000 50000.00| 40000.00000 40000.00 MAINTAINING TRAFFIC | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :010 -9 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-0924535 |(2) 34-4272670 |(3) 31-0646944 |C J MAHAN CONSTRUCTION CO |S E JOHNSON COMPANIES INC |DIAL CONSTRUCTION COINCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0109 619M15010 LUMP| 35000.00000 35000.00| 40000.00000 40000.00| 15000.00000 15000.00 FIELD OFFICE, TYPE B | | |0110 619M25010 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| 10000.00000 10000.00 SPECIAL - COMPUTER EQUIPMENT FOR TYPE B | | | OR C OFFICE | | |0111 623M10000 LUMP| 25000.00000 25000.00| 11000.00000 11000.00| 15000.00000 15000.00 CONSTRUCTION LAYOUT STAKES | | |0112 624M10000 LUMP| 100000.00000 100000.00| 40000.00000 40000.00| 20000.00000 20000.00

MOBILIZATION | | | SECTION TOTALS | $ 251,120.00| $ 162,120.00| $ 123,996.00------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,781,187.75| $ 2,877,560.69| $ 2,931,471.99==================================================================================================================================== OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :010 -10 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 31-1023518 |(5) 31-1316393 |(6) 31-0728277 |KOKOSING CONSTRUCTION COMPAN|AHERN & ASSOCIATES INC |MAIDEN & JENKINSCONSTRUCTIOLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0001 ROADWAY | | |0001 201M11000 LUMP| 20000.00000 20000.00| 15000.00000 15000.00| 4500.00000 4500.00 CLEARING AND GRUBBING | | |0002 202M11002 LUMP| 358000.00000 358000.00| 315000.00000 315000.00| 450000.00000 450000.00 STRUCTURE REMOVED, OVER 6 METER SPAN | | |0003 202M22900 138.000 SQ M| 15.00000 2070.00| 25.00000 3450.00| 21.00000 2898.00 APPROACH SLAB REMOVED | | |0004 202M32600 128.000 M | 9.00000 1152.00| 10.00000 1280.00| 20.00000

2560.00 GUTTER REMOVED | | |0005 202M38200 135.255 M | 5.00000 676.28| 5.00000 676.28| 4.00000 541.02 GUARDRAIL REMOVED FOR REUSE | | |0006 202M70100 120.000 M | 40.00000 4800.00| 5.00000 600.00| 50.00000 6000.00 SPECIAL - PIPE CLEANOUT | | |0007 203M12000 271.000 CU M| 11.00000 2981.00| 10.00000 2710.00| 18.00000 4878.00 EXCAVATION NOT INCLUDING EMBANKMENT | | | CONSTRUCTION | | |0008 203M20000 543.000 CU M| 12.00000 6516.00| 15.00000 8145.00| 21.00000 11403.00 EMBANKMENT | | |0009 203M50000 187.000 SQ M| 5.00000 935.00| 4.00000 748.00| 5.00000 935.00 SUBGRADE COMPACTION | | |0010 203M60101 81.000 M | 9.00000 729.00| 15.00000 1215.00| 10.00000 810.00 LINEAR GRADING, AS PER PLAN | | |0011 516M13600 8.000 SQ M| 47.00000 376.00| 25.00000 200.00| 30.00000 240.00 25 MM PREFORMED EXPANSION JOINT FILLER | | |0012 516M31010 32.000 M | 20.00000 640.00| 7.00000 224.00| 18.00000 576.00 50 MM DEEP JOINT SEALER | | |0013 604M40500 2.000 EACH| 290.00000 580.00| 250.00000 500.00| 200.00000 400.00 REFERENCE MONUMENT | | |0014 606M16500 95.250 M | 25.00000 2381.25| 48.00000 4572.00| 48.00000 4572.00 GUARDRAIL REBUILT, TYPE 5 | | |0015 606M26500 1.000 EACH| 365.00000 365.00| 500.00000 500.00| 490.00000 490.00 ANCHOR ASSEMBLY, TYPE T | | |0016 606M35000 2.000 EACH| 925.00000 1850.00| 1000.00000 2000.00| 980.00000 1960.00 BRIDGE TERMINAL ASSEMBLY, TYPE 1 | | |0017 606M35100 1.000 EACH| 285.00000 285.00| 430.00000 430.00| 427.00000 427.00 BRIDGE TERMINAL ASSEMBLY, TYPE 2 | | |0018 622M24001 16.000 M | 267.00000 4272.00| 350.00000 5600.00| 300.00000 4800.00

CONCRETE BARRIER, TYPE D, AS PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :010 -11 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 31-1023518 |(5) 31-1316393 |(6) 31-0728277 |KOKOSING CONSTRUCTION COMPAN|AHERN & ASSOCIATES INC |MAIDEN & JENKINSCONSTRUCTIOLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 408,608.53| $ 362,850.28| $ 497,990.02------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0002 EROSION CONTROL | | |0019 207M10000 125.000 SQ M| 0.20000 25.00| 0.20000 25.00| 0.20000 25.00 TEMPORARY SEEDING AND MULCHING | | |0020 207M30000 225.000 M | 12.00000 2700.00| 8.00000 1800.00| 12.00000 2700.00 FILTER FABRIC FENCE | | |0021 601M32200 245.000 CU M| 30.00000 7350.00| 45.00000 11025.00| 40.00000 9800.00 ROCK CHANNEL PROTECTION, TYPE C WITH | | | FILTER | | |0022 601M38400 21.000 M | 62.00000 1302.00| 70.00000 1470.00| 150.00000 3150.00 PAVED GUTTER, TYPE 2 | | |0023 659M10000 624.000 SQ M| 3.25000 2028.00| 3.50000 2184.00| 3.25000

2028.00 SEEDING AND MULCHING | | |0024 659M14000 31.000 SQ M| 1.10000 34.10| 1.00000 31.00| 1.10000 34.10 REPAIR SEEDING AND MULCHING | | |0025 659M20000 75.000 KG | 1.00000 75.00| 1.00000 75.00| 1.00000 75.00 COMMERCIAL FERTILIZER | | |0026 659M30000 160.000 KG | 0.05000 8.00| 0.10000 16.00| 0.05000 8.00 AGRICULTURAL LIMING | | |0027 659M35000 9.000 CU M| 0.70000 6.30| 1.00000 9.00| 0.70000 6.30 WATER | | |0028 659M40000 312.000 SQ M| 0.05000 15.60| 0.20000 62.40| 0.05000 15.60 MOWING | | |0029 670M41000 168.000 SQ M| 4.75000 798.00| 5.00000 840.00| 4.75000 798.00 SLOPE EROSION PROTECTION | | | SECTION TOTALS | $ 14,342.00| $ 17,537.40| $ 18,640.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0003 DRAINAGE | | |0030 602M20000 0.200 CU M| 2500.00000 500.00| 1000.00000 200.00| 1400.00000 280.00 CONCRETE MASONRY | | |0031 603M04400 36.000 M | 85.00000 3060.00| 200.00000 7200.00| 100.00000 3600.00 300 MM CONDUIT, TYPE B | | |0032 603M06100 7.000 M | 113.00000 791.00| 175.00000 1225.00| 135.00000 945.00 375 MM CONDUIT, TYPE C | | |0033 603M06700 20.000 M | 190.00000 3800.00| 150.00000 3000.00| 210.00000 4200.00 375 MM CONDUIT, TYPE F 707.05 (TYPE C) | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :010 -12 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 31-1023518 |(5) 31-1316393 |(6) 31-0728277 |KOKOSING CONSTRUCTION COMPAN|AHERN & ASSOCIATES INC |MAIDEN & JENKINSCONSTRUCTIOLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0034 604M04500 3.000 EACH| 1100.00000 3300.00| 850.00000 2550.00| 850.00000 2550.00 CATCH BASIN, NO. 2-2B | | |0035 605M31100 30.000 M | 32.00000 960.00| 20.00000 600.00| 21.00000 630.00 AGGREGATE DRAIN | | | SECTION TOTALS | $ 12,411.00| $ 14,775.00| $ 12,205.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0004 PAVEMENT | | |0036 254M01000 581.000 SQ M| 7.00000 4067.00| 10.00000 5810.00| 4.75000 2759.75 PAVEMENT PLANING, BITUMINOUS | | |0037 255M20000 81.000 M | 10.00000 810.00| 6.00000 486.00| 16.00000 1296.00 FULL DEPTH PAVEMENT SAWING | | |0038 304M20000 28.000 CU M| 50.00000 1400.00| 60.00000 1680.00| 50.00000 1400.00 AGGREGATE BASE | | |0039 402M20000 2.000 CU M| 525.00000 1050.00| 300.00000 600.00| 285.00000 570.00 ASPHALT CONCRETE, AC-20 | | |0040 404M20000 19.000 CU M| 525.00000 9975.00| 285.00000 5415.00| 285.00000 5415.00 ASPHALT CONCRETE, AC-20 | | |0041 407M10000 200.000 L | 2.65000 530.00| 1.00000 200.00| 0.14000

28.00 TACK COAT | | |0042 448M14101 6.000 CU M| 1250.00000 7500.00| 300.00000 1800.00| 285.00000 1710.00 ASPHALT CONCRETE INTERMEDIATE COURSE, | | | TYPE 1 (UNDER GUARDRAIL), AS PER PLAN | | |0043 611M25001 182.000 SQ M| 120.00000 21840.00| 135.00000 24570.00| 150.00000 27300.00 REINFORCED CONCRETE APPROACH SLAB | | | (T=380 MM), AS PER PLAN | | | SECTION TOTALS | $ 47,172.00| $ 40,561.00| $ 40,478.75------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0005 LIGHTING | | |0044 202M98200 39.000 M | 2.00000 78.00| 2.00000 78.00| 2.00000 78.00 REMOVAL MISC.: EXISTING CONDUIT CLEANED,| | | AS PER PLAN | | |0045 202M98200 261.000 M | 2.50000 652.50| 3.00000 783.00| 2.50000 652.50 REMOVAL MISC.: REMOVAL OF EXISTING | | | CONDUIT AND SIGNAL CABLE | | |0046 603M00400 24.000 M | 9.00000 216.00| 10.00000 240.00| 9.00000 216.00 100 MM CONDUIT, TYPE E | | |0047 625M25400 500.000 M | 32.50000 16250.00| 33.00000 16500.00| 32.50000 16250.00 CONDUIT, 51 MM, 713.04 | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :010 -13 TABULATION OF BIDS


SET-ASIDE :

==========================================================================================================================

========== |(4) 31-1023518 |(5) 31-1316393 |(6) 31-0728277 |KOKOSING CONSTRUCTION COMPAN|AHERN & ASSOCIATES INC |MAIDEN & JENKINSCONSTRUCTIOLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0048 625M29002 87.000 M | 10.50000 913.50| 11.00000 957.00| 10.50000 913.50 TRENCH, 0.6 M DEEP | | |0049 625M29920 8.000 EACH| 560.00000 4480.00| 575.00000 4600.00| 560.00000 4480.00 STRUCTURE JUNCTION BOX | | |0050 625M30500 4.000 EACH| 475.00000 1900.00| 500.00000 2000.00| 475.00000 1900.00 PULL BOX, 713.09, 450 MM | | |0051 625M31600 2.000 EACH| 100.00000 200.00| 100.00000 200.00| 100.00000 200.00 PULL BOX, MISC.: EXISTING PULL BOX | | | CLEANED | | |0052 625M33000 1.000 EACH| 3250.00000 3250.00| 3500.00000 3500.00| 3250.00000 3250.00 STRUCTURE GROUNDING SYSTEM | | |0053 625M40020 3.000 EACH| 75.00000 225.00| 75.00000 225.00| 75.00000 225.00 SPECIAL - DISCONNECT EXISTING CIRCUIT | | |0054 632M30990 330.000 M | 6.50000 2145.00| 7.00000 2310.00| 6.50000 2145.00 SIGNAL CABLE, 4 CONDUCTOR, NO. 10 AWG | | | SECTION TOTALS | $ 30,310.00| $ 31,393.00| $ 30,310.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0006 TRAFFIC CONTROL | | |0055 202M54100 57.000 EACH| 9.00000 513.00| 15.00000 855.00| 12.00000 684.00 RAISED PAVEMENT MARKER REMOVED FOR | | | STORAGE | | |0056 621M00100 57.000 EACH| 53.00000 3021.00| 60.00000 3420.00| 56.00000 3192.00 RAISED PAVEMENT MARKER | | |

0057 642M00102 1.420 KM | 395.00000 560.90| 1000.00000 1420.00| 395.00000 560.90 EDGE LINE, TYPE 2 | | |0058 642M00202 1.340 KM | 325.00000 435.50| 700.00000 938.00| 325.00000 435.50 LANE LINE, TYPE 2 | | | SECTION TOTALS | $ 4,530.40| $ 6,633.00| $ 4,872.40------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0007 MAINTENANCE OF TRAFFIC | | |0059 404M35000 20.000 CU M| 250.00000 5000.00| 100.00000 2000.00| 115.00000 2300.00 BITUMINOUS CONCRETE FOR MAINTAINING | | | TRAFFIC | | |0060 410M12000 20.000 CU M| 38.00000 760.00| 50.00000 1000.00| 30.00000 600.00 TRAFFIC COMPACTED SURFACE, TYPE A OR B | | |0061 411M10000 17.000 CU M| 58.00000 986.00| 70.00000 1190.00| 50.00000 850.00 STABILIZED CRUSHED AGGREGATE | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :010 -14 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 31-1023518 |(5) 31-1316393 |(6) 31-0728277 |KOKOSING CONSTRUCTION COMPAN|AHERN & ASSOCIATES INC |MAIDEN & JENKINSCONSTRUCTIOLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+---------------------

----------0062 614M11100 48.000 HOUR| 35.00000 1680.00| 40.00000 1920.00| 35.00000 1680.00 LAW ENFORCEMENT OFFICER WITH PATROL CAR | | |0063 614M12350 2.000 EACH| 12000.00000 24000.00| 9000.00000 18000.00| 8470.00000 16940.00 TEMPORARY IMPACT ATTENUATOR , G.R.E.A.T.| | | TYPE, MODEL NO. 200200NF6GCZ, | | | BIDIRECTIONAL | | |0064 614M12470 11.000 EACH| 120.00000 1320.00| 120.00000 1320.00| 250.00000 2750.00 WORK ZONE SPEED LIMIT SIGN | | |0065 614M12500 5.000 SQ M| 120.00000 600.00| 60.00000 300.00| 185.00000 925.00 SPECIAL - REPLACEMENT SIGN | | |0066 614M12600 20.000 EACH| 55.00000 1100.00| 50.00000 1000.00| 50.00000 1000.00 SPECIAL - REPLACEMENT DRUM | | |0067 614M12756 2.000 EACH| 30000.00000 60000.00| 20000.00000 40000.00| 24720.00000 49440.00 TEMPORARY CROSSOVER LIGHTING SYSTEM | | |0068 614M12760 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| 1000.00000 1000.00 SPECIAL - FLASHING ARROW PANEL , | | | ADDITIONAL | | |0069 614M12800 112.000 EACH| 6.00000 672.00| 2.00000 224.00| 5.50000 616.00 TEMPORARY RAISED PAVEMENT MARKER | | |0070 614M13300 374.000 EACH| 7.50000 2805.00| 2.00000 748.00| 4.00000 1496.00 BARRIER REFLECTOR, TYPE B | | |0071 614M22000 3.700 KM | 900.00000 3330.00| 700.00000 2590.00| 700.00000 2590.00 TEMPORARY EDGE LINE, CLASS I | | |0072 614M23000 35.000 M | 14.00000 490.00| 2.00000 70.00| 1.75000 61.25 TEMPORARY CHANNELIZING LINE, CLASS I | | |0073 614M24000 45.000 M | 8.00000 360.00| 2.00000 90.00| 1.75000 78.75 TEMPORARY DOTTED LINE, CLASS I | | |0074 614M26000 15.000 M | 25.00000 375.00| 10.00000 150.00| 10.00000 150.00 TEMPORARY STOP LINE, CLASS I | | |0075 615M10000 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 12500.00000

SECTION TOTALS | $ 198,488.00| $ 173,542.00| $ 193,197.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0008 STRUCTURE OVER 6 METER SPAN BRIDGE NO. PIK-23-013467 L | | |0081 503M11100 LUMP| 300000.00000 300000.00| 398000.00000 398000.00| 249885.93000 249885.93 COFFERDAMS, CRIBS AND SHEETING | | |0082 503M21101 1412.000 CU M| 75.00000 105900.00| 45.00000 63540.00| 36.00000 50832.00 UNCLASSIFIED EXCAVATION, AS PER PLAN | | |0083 505M11100 LUMP| 25000.00000 25000.00| 20000.00000 20000.00| 24250.00000 24250.00 PILE DRIVING EQUIPMENT MOBILIZATION | | |0084 507M12200 571.000 M | 32.00000 18272.00| 50.00000 28550.00| 68.00000 38828.00 STEEL PILES HP250X62 | | |0085 507M14400 588.000 M | 46.00000 27048.00| 75.00000 44100.00| 95.00000 55860.00 STEEL PILES HP310X79 | | |0086 507M93301 124.000 EACH| 65.00000 8060.00| 55.00000 6820.00| 70.00000 8680.00 STEEL POINT (OR SHOE), AS PER PLAN | | |0087 509M15840 132783.000 KG | 1.20000 159339.60| 1.10000 146061.30| 1.30000 172617.90 EPOXY COATED REINFORCING STEEL, GRADE | | | 400 | | |0088 511M48000 444.000 CU M| 325.00000 144300.00| 300.00000 133200.00| 400.00000 177600.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (DECK) | | |0089 511M48020 129.000 CU M| 350.00000 45150.00| 580.00000 74820.00| 600.00000 77400.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (PARAPET) | | |0090 511M48040 903.000 CU M| 350.00000 316050.00| 375.00000 338625.00| 480.00000 433440.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUBSTRUCTURE | | |0091 511M49000 LUMP| 1000.00000 1000.00| 800.00000 800.00| 2500.00000 2500.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | |

TRIAL MIX | | |0092 511M49010 LUMP| 6000.00000 6000.00| 13000.00000 13000.00| 8725.00000 8725.00 SPECIAL - HIGH PERFORMANCE CONCRETE | | | TESTING | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :010 -16 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 31-1023518 |(5) 31-1316393 |(6) 31-0728277 |KOKOSING CONSTRUCTION COMPAN|AHERN & ASSOCIATES INC |MAIDEN & JENKINSCONSTRUCTIOLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0093 512M67510 2708.000 SQ M| 8.00000 21664.00| 12.00000 32496.00| 12.00000 32496.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY-URETHANE) | | |0094 515M51640 14.000 EACH| 7500.00000 105000.00| 8000.00000 112000.00| 6500.00000 91000.00 PRESTRESSED CONCRETE COMPOSITE BOX BEAM | | | (18.90-23.17 METER) (19.700 METER) | | | (CB1070-915) | | |0095 515M51650 14.000 EACH| 8000.00000 112000.00| 8000.00000 112000.00| 8000.00000 112000.00 PRESTRESSED CONCRETE COMPOSITE BOX BEAM | | | (23.17-26.83 METER) (25.000 METER) | | | (CB1070-915) | | |0096 515M51700 70.000 EACH| 8500.00000 595000.00| 8500.00000 595000.00| 9400.00000 658000.00

PRESTRESSED CONCRETE COMPOSITE BOX BEAM | | | (915 MM WIDE) (29.450 METER) | | | (CB1070-915) | | |0097 516M11210 28.000 M | 650.00000 18200.00| 500.00000 14000.00| 580.00000 16240.00 STRUCTURAL EXPANSION JOINT INCLUDING | | | ELASTOMERIC STRIP SEAL | | |0098 516M14000 25.000 SQ M| 35.00000 875.00| 40.00000 1000.00| 70.00000 1750.00 PREFORMED EXPANSION JOINT FILLER, | | | MISC.: (69 MM THICKNESS) | | |0099 516M14000 1.000 SQ M| 40.00000 40.00| 90.00000 90.00| 170.00000 170.00 PREFORMED EXPANSION JOINT FILLER, | | | MISC.: (91 MM THICKNESS) | | |0100 516M41200 11.000 SQ M| 17.00000 187.00| 30.00000 330.00| 60.00000 660.00 3 MM PREFORMED BEARING PAD, 711.21 | | |0101 516M43200 336.000 EACH| 60.00000 20160.00| 65.00000 21840.00| 75.00000 25200.00 ELASTOMERIC BEARING WITH INTERNAL | | | LAMINATES ONLY (NEOPRENE) | | | (230MMX230MMX69MM) | | |0102 516M43300 56.000 EACH| 74.00000 4144.00| 65.00000 3640.00| 92.00000 5152.00 ELASTOMERIC BEARING WITH INTERNAL | | | LAMINATES ONLY (NEOPRENE) | | | (180MMX280MMX91MM) | | |0103 518M21200 68.000 CU M| 35.00000 2380.00| 45.00000 3060.00| 50.00000 3400.00 POROUS BACKFILL WITH FILTER FABRIC | | |0104 518M40001 48.000 M | 20.00000 960.00| 8.00000 384.00| 22.00000 1056.00 150 MM PERFORATED CORRUGATED PLASTIC | | | PIPE, AS PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :010 -17 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970010 AWARDED VENDOR NUMBER : 31-0924535 CALL ORDER : 010 CONTRACT ID : CPIK8761 COUNTIES : PIKE

LETTING DATE : 01/08/97 10:00 AM DISTRICT : 09

SET-ASIDE :

==================================================================================================================================== |(4) 31-1023518 |(5) 31-1316393 |(6) 31-0728277 |KOKOSING CONSTRUCTION COMPAN|AHERN & ASSOCIATES INC |MAIDEN & JENKINSCONSTRUCTIOLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0105 518M40011 12.000 M | 20.00000 240.00| 8.00000 96.00| 22.00000 264.00 150 MM NON-PERFORATED CORRUGATED | | | PLASTIC PIPE, INCLUDING SPECIALS, AS | | | PER PLAN | | | SECTION TOTALS | $ 2,036,969.60| $ 2,163,452.30| $ 2,248,006.83------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0009 INCIDENTALS | | |0106 100M00400 1400.000 HOUR| 0.01000 14.00| 0.80000 1120.00| 1.50000 2100.00 SPECIAL - TRAINING PER FHPM 6-4-1-2 (2 | | | TRAINEES) | | |0107 103M05000 LUMP| 12623.00000 12623.00| 25000.00000 25000.00| 83500.00000 83500.00 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | |0108 614M11000 LUMP| 34000.00000 34000.00| 30000.00000 30000.00| 30000.00000 30000.00 MAINTAINING TRAFFIC | | |0109 619M15010 LUMP| 33000.00000 33000.00| 25000.00000 25000.00| 18000.00000 18000.00 FIELD OFFICE, TYPE B | | |0110 619M25010 LUMP| 10000.00000 10000.00| 2500.00000 2500.00| 8200.00000 8200.00 SPECIAL - COMPUTER EQUIPMENT FOR TYPE B | | | OR C OFFICE | | |0111 623M10000 LUMP| 10000.00000 10000.00| 8000.00000 8000.00| 12500.00000

12500.00 CONSTRUCTION LAYOUT STAKES | | |0112 624M10000 LUMP| 100000.00000 100000.00| 100000.00000 100000.00| 100000.00000 100000.00 MOBILIZATION | | | SECTION TOTALS | $ 199,637.00| $ 191,620.00| $ 254,300.00------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,952,468.53| $ 3,002,363.98| $ 3,300,000.00====================================================================================================================================


ODOT PROJECT NUMBER : 970011 AWARDED VENDOR NUMBER : 34-4417194 CALL ORDER : 011 CONTRACT ID : CSEN6311 COUNTIES : SENECA LETTING DATE : 01/08/97 10:00 AM DISTRICT : 02 CONTRACT TIME : 10/31/97 COMPLETION DATE CONTRACT DESCRIPTION : URBAN CLASS PROJECT(S) : BRF-4B00(5) FOR IMPROVING SECTION SEN-18D-0.54, STATE ROUTE 18D IN THE CITY OF TIFFIN, SENECA COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY DRAINING AND REPLACING REINFORCED CONCRETE APPROACH SLABS AND BY CONSTRUCTING: BRIDGE NO. SEN-18D-0057, A THREE SPAN CONTINUOUS COMPOSITE HAUNCHED STEEL GIRDER BRIDGE (SPANS 92'-1, 115-2", AND 92'-1"; ROADWAY VARIES 42'-0" TO 67'-3" F/F CURBS WITH 6'-0" SIDEWALKS ON EACH SIDE), ON CANTILEVERED ABUTMENTS AND WALL TYPE PIERS, OVER THE SANDUSKY RIVER.

SET-ASIDE :

VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-4417194 MOSSER CONSTRUCTION INC $ 1,910,978.67 100.0000% 2 34-4272670 S E JOHNSON COMPANIES INC $ 1,985,243.96 103.8862% 3 34-1380623 J D WILLIAMSON CONSTRUCTION CO INC $ 2,162,415.76 113.1575% 4 34-0420560 NATIONAL ENGINEERING & CONTRACTING COMPANY $ 2,384,857.29 124.7976% 5 34-4422410 HARPER SUPPLY INC $ 3,127,343.36 163.6514%==================================================================================================================================== |(1) 34-4417194 |(2) 34-4272670 |(3) 34-1380623 |MOSSER CONSTRUCTION INC |S E JOHNSON COMPANIES INC |J D WILLIAMSONCONSTRUCTIONLINE 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| 500.00000 500.00| 5000.00000 5000.00 CLEARING AND GRUBBING | | |0002 202E22900 303.000 SY | 14.00000 4242.00| 15.00000 4545.00| 18.00000 5454.00 APPROACH SLAB REMOVED | | |0003 202E23000 1959.000 SY | 5.00000 9795.00| 15.00000 29385.00| 5.00000 9795.00 PAVEMENT REMOVED | | |0004 202E30000 1904.000 SF | 1.00000 1904.00| 3.00000 5712.00| 1.00000 1904.00 WALK REMOVED | | |0005 202E32000 666.000 LF | 3.00000 1998.00| 5.00000 3330.00| 5.00000 3330.00 CURB REMOVED | | |0006 202E35100 193.000 LF | 5.00000 965.00| 35.00000 6755.00| 8.00000 1544.00 PIPE REMOVED, 24" AND UNDER | | |0007 202E58100 3.000 EACH| 350.00000 1050.00| 450.00000 1350.00| 200.00000 600.00 CATCH BASIN REMOVED | | |0008 202E75000 45.000 LF | 3.00000 135.00| 3.00000 135.00| 4.00000 180.00 FENCE REMOVED | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :011 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970011 AWARDED VENDOR NUMBER : 34-4417194 CALL ORDER : 011 CONTRACT ID : CSEN6311 COUNTIES : SENECA LETTING DATE : 01/08/97 10:00 AM DISTRICT : 02

SET-ASIDE :

==================================================================================================================================== |(1) 34-4417194 |(2) 34-4272670 |(3) 34-1380623

|MOSSER CONSTRUCTION INC |S E JOHNSON COMPANIES INC |J D WILLIAMSONCONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0009 203E12000 398.000 CY | 7.50000 2985.00| 16.00000 6368.00| 10.00000 3980.00 EXCAVATION NOT INCLUDING EMBANKMENT | | | CONSTRUCTION | | |0010 203E20000 123.000 CY | 10.00000 1230.00| 18.00000 2214.00| 12.00000 1476.00 EMBANKMENT | | |0011 203E50000 2106.000 SY | 1.00000 2106.00| 1.50000 3159.00| 2.00000 4212.00 SUBGRADE COMPACTION | | |0012 608E10000 2178.000 SF | 3.00000 6534.00| 2.60000 5662.80| 3.50000 7623.00 4" CONCRETE WALK | | |0013 608E50000 6.000 EACH| 65.00000 390.00| 65.00000 390.00| 100.00000 600.00 CURB RAMP, TYPE 1 | | |0014 608E51000 7.000 EACH| 65.00000 455.00| 65.00000 455.00| 100.00000 700.00 CURB RAMP, TYPE 2 | | | SECTION TOTALS | $ 35,789.00| $ 69,960.80| $ 46,398.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0002 EROSION CONTROL | | |0015 207E30000 200.000 LF | 1.00000 200.00| 3.00000 600.00| 1.50000 300.00 FILTER FABRIC FENCE | | |0016 207E70000 50.000 EACH| 2.00000 100.00| 2.00000 100.00| 4.00000 200.00 STRAW OR HAY BALES | | |0017 659E20000 0.090 TON | 950.00000 85.50| 950.00000 85.50| 500.00000 45.00 COMMERCIAL FERTILIZER | | |0018 659E30000 0.470 TON | 50.00000 23.50| 50.00000 23.50| 100.00000 47.00 AGRICULTURAL LIMING | | |

0019 659E35000 5.000 MGAL| 1.00000 5.00| 1.00000 5.00| 10.00000 50.00 WATER | | |0020 660E30000 1032.000 SY | 6.75000 6966.00| 6.75000 6966.00| 6.00000 6192.00 SODDING | | | SECTION TOTALS | $ 7,380.00| $ 7,780.00| $ 6,834.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0003 DRAINAGE | | |0021 603E00400 20.000 LF | 4.00000 80.00| 4.00000 80.00| 3.00000 60.00 4" CONDUIT, TYPE E , FOR DRAINAGE | | | CONNECTION | | |0022 603E00900 20.000 LF | 6.00000 120.00| 14.00000 280.00| 10.00000 200.00 6" CONDUIT, TYPE B , FOR SANITARY | | |0023 603E01100 20.000 LF | 6.00000 120.00| 12.00000 240.00| 10.00000 200.00 6" CONDUIT, TYPE C , FOR SANITARY | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :011 -3 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4417194 |(2) 34-4272670 |(3) 34-1380623 |MOSSER CONSTRUCTION INC |S E JOHNSON COMPANIES INC |J D WILLIAMSONCONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+---------------------

----------0024 603E01500 20.000 LF | 6.00000 120.00| 8.00000 160.00| 10.00000 200.00 6" CONDUIT, TYPE F , FOR DRAINAGE | | | CONNECTION | | |0025 603E01500 90.000 LF | 10.00000 900.00| 15.00000 1350.00| 12.00000 1080.00 6" CONDUIT, TYPE F , 707.17 NON | | | PEFORATED, ASTM 3034 SDR 35 OR SS 931 | | | OR 944 | | |0026 603E04400 162.000 LF | 25.00000 4050.00| 38.00000 6156.00| 45.00000 7290.00 12" CONDUIT, TYPE B | | |0027 603E05900 141.000 LF | 30.00000 4230.00| 45.00000 6345.00| 48.00000 6768.00 15" CONDUIT, TYPE B | | |0028 603E08900 78.000 LF | 40.00000 3120.00| 110.00000 8580.00| 50.00000 3900.00 21" CONDUIT, TYPE B , 706.02 WITH | | | 706.11 JOINTS | | |0029 604E00400 1.000 EACH| 2000.00000 2000.00| 1800.00000 1800.00| 1500.00000 1500.00 CATCH BASIN, NO. 3 | | |0030 604E00800 6.000 EACH| 1900.00000 11400.00| 1450.00000 8700.00| 1150.00000 6900.00 CATCH BASIN, NO. 3A | | |0031 604E09000 1.000 EACH| 450.00000 450.00| 350.00000 350.00| 250.00000 250.00 CATCH BASIN ADJUSTED TO GRADE | | |0032 604E30100 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| 1200.00000 1200.00 MANHOLE, NO. 1 | | |0033 604E34500 6.000 EACH| 450.00000 2700.00| 250.00000 1500.00| 200.00000 1200.00 MANHOLE ADJUSTED TO GRADE | | |0034 605E13300 345.000 LF | 7.00000 2415.00| 12.00000 4140.00| 8.00000 2760.00 6" UNCLASSIFIED PIPE UNDERDRAIN | | | SECTION TOTALS | $ 33,205.00| $ 41,681.00| $ 33,508.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0004 PAVEMENT | | |

0035 301E10002 295.000 CY | 70.00000 20650.00| 69.00000 20355.00| 75.00000 22125.00 BITUMINOUS AGGREGATE BASE, AC-20 | | |0036 304E20000 542.000 CY | 23.00000 12466.00| 25.00000 13550.00| 32.00000 17344.00 AGGREGATE BASE | | |0037 402E20000 97.000 CY | 70.00000 6790.00| 69.00000 6693.00| 75.00000 7275.00 ASPHALT CONCRETE, AC-20 | | |0038 404E20000 70.000 CY | 70.00000 4900.00| 69.00000 4830.00| 75.00000 5250.00 ASPHALT CONCRETE, AC-20 | | |0039 407E10000 12.000 GAL | 6.00000 72.00| 6.00000 72.00| 10.00000 120.00 TACK COAT | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :011 -4 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4417194 |(2) 34-4272670 |(3) 34-1380623 |MOSSER CONSTRUCTION INC |S E JOHNSON COMPANIES INC |J D WILLIAMSONCONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0040 408E10000 705.000 GAL | 1.30000 916.50| 1.30000 916.50| 1.50000 1057.50 BITUMINOUS PRIME COAT | | |0041 452E12000 102.000 SY | 32.00000 3264.00| 31.60000 3223.20| 32.00000 3264.00 8" PLAIN CONCRETE PAVEMENT | | |

0042 609E26000 655.000 LF | 12.00000 7860.00| 11.20000 7336.00| 13.00000 8515.00 CURB, TYPE 6 | | |0043 611E25001 325.000 SY | 103.00000 33475.00| 114.00000 37050.00| 120.00000 39000.00 REINFORCED CONCRETE APPROACH SLAB | | | (T=15"), AS PER PLAN | | |0044 612E42000 135.000 SY | 44.00000 5940.00| 43.90000 5926.50| 47.00000 6345.00 CONCRETE MEDIAN | | | SECTION TOTALS | $ 96,333.50| $ 99,952.20| $ 110,295.50------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0005 LIGHTING | | |0045 603E00400 40.000 LF | 3.00000 120.00| 6.00000 240.00| 3.00000 120.00 4" CONDUIT, TYPE E | | |0046 625E00500 20.000 EACH| 75.00000 1500.00| 60.00000 1200.00| 120.00000 2400.00 CONNECTOR KIT, TYPE II | | |0047 625E00600 20.000 EACH| 75.00000 1500.00| 70.00000 1400.00| 120.00000 2400.00 CONNECTOR KIT, TYPE III | | |0048 625E23000 2436.000 LF | 1.75000 4263.00| 1.20000 2923.20| 3.00000 7308.00 NO. 4 AWG 600 VOLT DISTRIBUTION CABLE | | |0049 625E23306 1624.000 LF | 1.00000 1624.00| 1.00000 1624.00| 2.75000 4466.00 NO. 10 AWG 600 VOLT DISTRIBUTION CABLE | | | 713.02 | | |0050 625E23410 850.000 LF | 0.75000 637.50| 0.60000 510.00| 1.50000 1275.00 NO. 12 AWG POLE AND BRACKET CABLE | | |0051 625E25300 4.500 LF | 10.00000 45.00| 7.00000 31.50| 16.00000 72.00 CONDUIT, 1-1/2", 713.04 | | |0052 625E25400 633.000 LF | 10.50000 6646.50| 13.00000 8229.00| 16.50000 10444.50 CONDUIT, 2", 713.04 | | |0053 625E25500 99.000 LF | 15.00000 1485.00| 14.00000 1386.00| 25.00000 2475.00 CONDUIT, 3", 713.04 | | |

0054 625E29002 116.000 LF | 4.00000 464.00| 3.00000 348.00| 6.50000 754.00 TRENCH, 24" DEEP | | |0055 625E29920 10.000 EACH| 575.00000 5750.00| 820.00000 8200.00| 1200.00000 12000.00 STRUCTURE JUNCTION BOX , TYPE I | | |0056 625E30700 2.000 EACH| 470.00000 940.00| 490.00000 980.00| 870.00000 1740.00 PULL BOX, 713.08, 18" | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :011 -5 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4417194 |(2) 34-4272670 |(3) 34-1380623 |MOSSER CONSTRUCTION INC |S E JOHNSON COMPANIES INC |J D WILLIAMSONCONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0057 625E32000 1.000 EACH| 200.00000 200.00| 125.00000 125.00| 300.00000 300.00 GROUND ROD | | |0058 625E33000 1.000 EACH| 1900.00000 1900.00| 2800.00000 2800.00| 3300.00000 3300.00 STRUCTURE GROUNDING SYSTEM | | |0059 625E34001 1.000 EACH| 3665.00000 3665.00| 6000.00000 6000.00| 4000.00000 4000.00 POWER SERVICE, AS PER PLAN | | |0060 625E38000 LUMP| 350.00000 350.00| 1450.00000 1450.00| 350.00000 350.00 HIGH VOLTAGE TEST | | |

0061 625E98000 10.000 EACH| 75.00000 750.00| 100.00000 1000.00| 80.00000 800.00 LIGHTING, MISC.: WEATHERPROOF OUTLET | | | ASSEMBLY | | |0062 625E10500 AA1 10.000 EACH| | | LIGHT POLE, MISC.: DESIGN A-ON-12 | | |0063 625E10500 AA2 10.000 EACH| 2200.00000 22000.00| 1280.40000 12804.00| 2200.00000 22000.00 LIGHT POLE, MISC.: SPRING CITY NO. | | | IPED-12 EDGEWATER POST | | |0064 625E27600 AB1 10.000 EACH| | | LUMINAIRE, MISC.: 150 WATT, HIGH | | | PRESSURE SODIUM, 120 VOLT | | |0065 625E27600 AB2 10.000 EACH| 700.00000 7000.00| 800.00000 8000.00| 690.00000 6900.00 LUMINAIRE, MISC.: SPRING CITY NO. | | | EFED-7-150HPS-120-IR-V EDGEWATER | | | LUMINAIRE | | | SECTION TOTALS | $ 60,840.00| $ 59,250.70| $ 83,104.50------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0006 TRAFFIC CONTROL | | |0066 630E03100 279.000 LF | 5.50000 1534.50| 5.50000 1534.50| 6.00000 1674.00 GROUND MOUNTED SUPPORT, NO. 3 POST | | |0067 630E04100 53.000 LF | 6.50000 344.50| 6.50000 344.50| 7.00000 371.00 GROUND MOUNTED SUPPORT, NO. 4 POST | | |0068 630E08004 14.000 LF | 7.00000 98.00| 7.00000 98.00| 7.00000 98.00 ONE WAY SUPPORT, NO. 3 POST | | |0069 630E08500 2.000 EACH| 160.00000 320.00| 160.00000 320.00| 170.00000 340.00 STREET NAME SIGN SUPPORT | | |0070 630E80100 12.000 SF | 13.25000 159.00| 13.25000 159.00| 14.00000 168.00 SIGN, FLAT SHEET | | |0071 630E80102 69.000 SF | 16.00000 1104.00| 16.00000 1104.00| 16.00000 1104.00 SIGN, FLAT SHEET, TYPE G | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :

01/16/97 PAGE :011 -6 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4417194 |(2) 34-4272670 |(3) 34-1380623 |MOSSER CONSTRUCTION INC |S E JOHNSON COMPANIES INC |J D WILLIAMSONCONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0072 630E85000 11.000 EACH| 10.00000 110.00| 10.00000 110.00| 10.00000 110.00 REMOVAL OF GROUND MOUNTED SIGN AND | | | STORAGE | | |0073 630E85100 20.000 EACH| 35.00000 700.00| 35.00000 700.00| 36.00000 720.00 REMOVAL OF GROUND MOUNTED SIGN AND | | | REERECTION | | |0074 630E86002 25.000 EACH| 10.00000 250.00| 10.00000 250.00| 10.00000 250.00 REMOVAL OF GROUND MOUNTED POST SUPPORT | | | AND DISPOSAL | | |0075 630E86300 2.000 EACH| 40.00000 80.00| 40.00000 80.00| 45.00000 90.00 REMOVAL OF STRUCTURE MOUNTED SIGN | | |0076 642E00090 0.010 MILE| 2000.00000 20.00| 2000.00000 20.00| 2000.00000 20.00 EDGE LINE | | |0077 642E00190 0.100 MILE| 2000.00000 200.00| 2000.00000 200.00| 2000.00000 200.00 LANE LINE | | |0078 642E00290 0.040 MILE| 2000.00000 80.00| 2000.00000 80.00| 2000.00000 80.00

CENTER LINE | | |0079 642E00390 226.000 LF | 0.40000 90.40| 0.40000 90.40| 1.00000 226.00 CHANNELIZING LINE | | |0080 642E00490 94.000 LF | 3.45000 324.30| 3.45000 324.30| 4.00000 376.00 STOP LINE | | |0081 642E00590 183.000 LF | 2.00000 366.00| 2.00000 366.00| 2.00000 366.00 CROSSWALK LINE | | |0082 642E00690 54.000 LF | 3.45000 186.30| 3.45000 186.30| 4.00000 216.00 TRANSVERSE LINE | | |0083 642E00910 100.000 SF | 1.65000 165.00| 1.65000 165.00| 2.00000 200.00 ISLAND MARKING | | |0084 642E01290 9.000 EACH| 60.00000 540.00| 60.00000 540.00| 65.00000 585.00 LANE ARROW | | |0085 642E01490 91.000 LF | 1.00000 91.00| 1.00000 91.00| 1.00000 91.00 DOTTED LINE, 4" | | | SECTION TOTALS | $ 6,763.00| $ 6,763.00| $ 7,285.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0007 MAINTENANCE OF TRAFFIC | | |0086 404E20000 370.000 CY | 54.00000 19980.00| 54.00000 19980.00| 50.00000 18500.00 ASPHALT CONCRETE, AC-20 | | |0087 404E35000 20.000 CY | 54.00000 1080.00| 54.00000 1080.00| 50.00000 1000.00 BITUMINOUS CONCRETE FOR MAINTAINING | | | TRAFFIC | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :011 -7 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970011 AWARDED VENDOR NUMBER : 34-4417194 CALL ORDER : 011 CONTRACT ID : CSEN6311 COUNTIES : SENECA

LETTING DATE : 01/08/97 10:00 AM DISTRICT : 02

SET-ASIDE :

==================================================================================================================================== |(1) 34-4417194 |(2) 34-4272670 |(3) 34-1380623 |MOSSER CONSTRUCTION INC |S E JOHNSON COMPANIES INC |J D WILLIAMSONCONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0088 407E10000 870.000 GAL | 0.50000 435.00| 0.50000 435.00| 0.50000 435.00 TACK COAT | | |0089 410E12000 20.000 CY | 20.00000 400.00| 20.00000 400.00| 40.00000 800.00 TRAFFIC COMPACTED SURFACE, TYPE A OR B | | |0090 616E10000 4.000 MGAL| 10.00000 40.00| 20.00000 80.00| 10.00000 40.00 WATER | | |0091 616E20000 1.000 TON | 150.00000 150.00| 200.00000 200.00| 300.00000 300.00 CALCIUM CHLORIDE | | | SECTION TOTALS | $ 22,085.00| $ 22,175.00| $ 21,075.00------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0008 STRUCTURE OVER 20 FOOT SPAN BRIDGE NO. SEN-18D-0057 | | |0092 202E11002 LUMP| 265000.00000 265000.00| 175000.00000 175000.00| 200000.00000 200000.00 STRUCTURE REMOVED, OVER 20 FOOT SPAN | | |0093 203E21001 1401.000 CY | 20.00000 28020.00| 15.75000 22065.75| 21.00000 29421.00 EMBANKMENT USING GRANULAR MATERIAL, AS | | | PER PLAN | | |0094 503E11100 LUMP| 70000.00000 70000.00| 52000.00000 52000.00| 60000.00000 60000.00 COFFERDAMS, CRIBS AND SHEETING | | |0095 503E21100 57.000 CY | 22.00000 1254.00| 40.00000 2280.00| 20.00000

1140.00 UNCLASSIFIED EXCAVATION | | |0096 503E31100 261.000 CY | 75.00000 19575.00| 56.00000 14616.00| 55.00000 14355.00 ROCK AND/OR SHALE EXCAVATION | | |0097 509E15840 214795.000 LB | 0.50000 107397.50| 0.65000 139616.75| 0.52000 111693.40 EPOXY COATED REINFORCING STEEL, GRADE 60| | |0098 509E15900 914.000 LB | 2.00000 1828.00| 1.00000 914.00| 5.50000 5027.00 REINFORCING STEEL, MISC.: PIER NOSING | | |0099 510E10000 63.000 EACH| 15.00000 945.00| 11.00000 693.00| 15.00000 945.00 DOWEL HOLES WITH NONSHRINK, NONMETALLIC | | | GROUT | | |0100 511E48000 706.000 CY | 330.00000 232980.00| 310.00000 218860.00| 320.00000 225920.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (DECK) | | |0101 511E48020 61.000 CY | 900.00000 54900.00| 440.00000 26840.00| 1000.00000 61000.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (PARAPET) | | |0102 511E48040 898.000 CY | 210.00000 188580.00| 300.00000 269400.00| 330.00000 296340.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUBSTRUCTURE | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :011 -8 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 34-4417194 |(2) 34-4272670 |(3) 34-1380623 |MOSSER CONSTRUCTION INC |S E JOHNSON COMPANIES INC |J D WILLIAMSON

CONSTRUCTIONLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0103 511E49000 LUMP| 100.00000 100.00| 2000.00000 2000.00| 1250.00000 1250.00 SPECIAL - HIGH PERFORMANCE CONCRETE, | | | TRIAL MIX | | |0104 511E49010 LUMP| 1000.00000 1000.00| 7000.00000 7000.00| 7000.00000 7000.00 SPECIAL - HIGH PERFORMANCE CONCRETE | | | TESTING | | |0105 512E44400 34.000 SY | 20.00000 680.00| 29.00000 986.00| 40.00000 1360.00 TYPE B WATERPROOFING | | |0106 512E67500 1499.000 SY | 4.00000 5996.00| 5.00000 7495.00| 5.00000 7495.00 SPECIAL - SEALING OF CONCRETE SURFACES | | |0107 512E67502 204.000 SY | 8.00000 1632.00| 5.00000 1020.00| 6.00000 1224.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY) | | |0108 513E12400 527954.000 LB | 0.92000 485717.68| 0.98000 517394.92| 1.05000 554351.70 STRUCTURAL STEEL, A572-50 AISC CATEGORY | | | III | | |0109 513E20000 3873.000 EACH| 1.75000 6777.75| 2.20000 8520.60| 1.60000 6196.80 WELDED STUD SHEAR CONNECTOR | | |0110 514E00610 527954.000 LB | 0.06000 31677.24| 0.06000 31677.24| 0.09000 47515.86 FIELD PAINTING OF NEW STEEL, SYSTEM IZEU| | |0111 516E11210 154.000 LF | 270.00000 41580.00| 250.00000 38500.00| 250.00000 38500.00 STRUCTURAL EXPANSION JOINT INCLUDING | | | ELASTOMERIC STRIP SEAL | | |0112 516E13600 139.000 SF | 2.00000 278.00| 3.00000 417.00| 4.00000 556.00 1" PREFORMED EXPANSION JOINT FILLER | | |0113 516E44100 7.000 EACH| 500.00000 3500.00| 825.00000 5775.00| 900.00000 6300.00 ELASTOMERIC BEARING WITH INTERNAL | | |

0117 516E44100 2.000 EACH| 500.00000 1000.00| 480.00000 960.00| 550.00000 1100.00 ELASTOMERIC BEARING WITH INTERNAL | | | LAMINATES AND LOAD PLATE (NEOPRENE) (9 | | | 1/4"X16"X2") AND LOAD PLATE (10 1/4"X | | | 17"X1 1/2" TO 1 3/4") | | |0118 516E44200 7.000 EACH| 500.00000 3500.00| 725.00000 5075.00| 730.00000 5110.00 ELASTOMERIC BEARING WITH INTERNAL | | | LAMINATES AND LOAD PLATE (NEOPRENE) (12 | | | 1/2"X16"X4") AND LOAD PLATE (13 1/2" | | | X17"X1 1/2" TO 1 13/16") | | |0119 518E21200 255.000 CY | 50.00000 12750.00| 40.00000 10200.00| 36.00000 9180.00 POROUS BACKFILL WITH FILTER FABRIC | | |0120 607E20001 58.000 LF | 67.50000 3915.00| 67.50000 3915.00| 70.00000 4060.00 FENCE, TYPE CL, AS PER PLAN | | | SECTION TOTALS | $ 1,576,583.17| $ 1,572,081.26| $ 1,706,915.76------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0009 INCIDENTALS | | |0121 103E05000 LUMP| 12000.00000 12000.00| 10000.00000 10000.00| 20000.00000 20000.00 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | |0122 614E11000 LUMP| 5000.00000 5000.00| 15000.00000 15000.00| 4000.00000 4000.00 MAINTAINING TRAFFIC | | |0123 619E15010 LUMP| 5000.00000 5000.00| 20000.00000 20000.00| 8000.00000 8000.00 FIELD OFFICE, TYPE B | | |0124 619E25010 LUMP| 5000.00000 5000.00| 6600.00000 6600.00| 5000.00000 5000.00 SPECIAL - COMPUTER EQUIPMENT FOR TYPE B | | | OR C OFFICE | | |0125 623E10000 LUMP| 5000.00000 5000.00| 14000.00000 14000.00| 10000.00000 10000.00 CONSTRUCTION LAYOUT STAKES | | |0126 624E10000 LUMP| 40000.00000 40000.00| 40000.00000 40000.00| 100000.00000 100000.00 MOBILIZATION | | |

SECTION TOTALS | $ 72,000.00| $ 105,600.00| $ 147,000.00------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,910,978.67| $ 1,985,243.96| $ 2,162,415.76==================================================================================================================================== OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :011 -10 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 34-0420560 |(5) 34-4422410 | |NATIONAL ENGINEERING & CONTR|HARPER SUPPLY INC |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| 6000.00000 6000.00| CLEARING AND GRUBBING | | |0002 202E22900 303.000 SY | 10.00000 3030.00| 16.00000 4848.00| APPROACH SLAB REMOVED | | |0003 202E23000 1959.000 SY | 7.00000 13713.00| 14.00000 27426.00| PAVEMENT REMOVED | | |0004 202E30000 1904.000 SF | 1.00000 1904.00| 1.00000 1904.00| WALK REMOVED | | |0005 202E32000 666.000 LF | 3.00000 1998.00| 2.00000 1332.00| CURB REMOVED | | |0006 202E35100 193.000 LF | 18.00000 3474.00| 22.00000 4246.00| PIPE REMOVED, 24" AND UNDER | | |

0007 202E58100 3.000 EACH| 200.00000 600.00| 250.00000 750.00| CATCH BASIN REMOVED | | |0008 202E75000 45.000 LF | 4.00000 180.00| 3.00000 135.00| FENCE REMOVED | | |0009 203E12000 398.000 CY | 20.00000 7960.00| 26.00000 10348.00| EXCAVATION NOT INCLUDING EMBANKMENT | | | CONSTRUCTION | | |0010 203E20000 123.000 CY | 25.00000 3075.00| 26.00000 3198.00| EMBANKMENT | | |0011 203E50000 2106.000 SY | 3.00000 6318.00| 1.50000 3159.00| SUBGRADE COMPACTION | | |0012 608E10000 2178.000 SF | 2.50000 5445.00| 2.60000 5662.80| 4" CONCRETE WALK | | |0013 608E50000 6.000 EACH| 70.00000 420.00| 65.00000 390.00| CURB RAMP, TYPE 1 | | |0014 608E51000 7.000 EACH| 70.00000 490.00| 65.00000 455.00| CURB RAMP, TYPE 2 | | | SECTION TOTALS | $ 56,607.00| $ 69,853.80|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0002 EROSION CONTROL | | |0015 207E30000 200.000 LF | 5.00000 1000.00| 1.50000 300.00| FILTER FABRIC FENCE | | |0016 207E70000 50.000 EACH| 10.00000 500.00| 4.00000 200.00| STRAW OR HAY BALES | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :011 -11 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 34-0420560 |(5) 34-4422410 | |NATIONAL ENGINEERING & CONTR|HARPER SUPPLY INC |LINE NO / ITEM CODE / ALT | | |

ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0017 659E20000 0.090 TON | 450.00000 40.50| 950.00000 85.50| COMMERCIAL FERTILIZER | | |0018 659E30000 0.470 TON | 100.00000 47.00| 50.00000 23.50| AGRICULTURAL LIMING | | |0019 659E35000 5.000 MGAL| 25.00000 125.00| 1.00000 5.00| WATER | | |0020 660E30000 1032.000 SY | 6.50000 6708.00| 6.75000 6966.00| SODDING | | | SECTION TOTALS | $ 8,420.50| $ 7,580.00|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0003 DRAINAGE | | |0021 603E00400 20.000 LF | 12.00000 240.00| 20.00000 400.00| 4" CONDUIT, TYPE E , FOR DRAINAGE | | | CONNECTION | | |0022 603E00900 20.000 LF | 20.00000 400.00| 60.00000 1200.00| 6" CONDUIT, TYPE B , FOR SANITARY | | |0023 603E01100 20.000 LF | 15.00000 300.00| 60.00000 1200.00| 6" CONDUIT, TYPE C , FOR SANITARY | | |0024 603E01500 20.000 LF | 13.00000 260.00| 62.00000 1240.00| 6" CONDUIT, TYPE F , FOR DRAINAGE | | | CONNECTION | | |0025 603E01500 90.000 LF | 14.00000 1260.00| 33.00000 2970.00| 6" CONDUIT, TYPE F , 707.17 NON | | | PEFORATED, ASTM 3034 SDR 35 OR SS 931 | | | OR 944 | | |0026 603E04400 162.000 LF | 45.00000 7290.00| 46.00000 7452.00| 12" CONDUIT, TYPE B | | |0027 603E05900 141.000 LF | 50.00000 7050.00| 53.00000 7473.00| 15" CONDUIT, TYPE B | | |0028 603E08900 78.000 LF | 100.00000 7800.00| 224.00000 17472.00| 21" CONDUIT, TYPE B , 706.02 WITH | | | 706.11 JOINTS | | |0029 604E00400 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| CATCH BASIN, NO. 3 | | |0030 604E00800 6.000 EACH| 1200.00000 7200.00| 2300.00000 13800.00| CATCH BASIN, NO. 3A | | |0031 604E09000 1.000 EACH| 400.00000 400.00| 350.00000 350.00| CATCH BASIN ADJUSTED TO GRADE | | |



SET-ASIDE :

==================================================================================================================================== |(4) 34-0420560 |(5) 34-4422410 | |NATIONAL ENGINEERING & CONTR|HARPER SUPPLY INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0032 604E30100 1.000 EACH| 1300.00000 1300.00| 2550.00000 2550.00| MANHOLE, NO. 1 | | |0033 604E34500 6.000 EACH| 650.00000 3900.00| 320.00000 1920.00| MANHOLE ADJUSTED TO GRADE | | |0034 605E13300 345.000 LF | 11.00000 3795.00| 15.00000 5175.00| 6" UNCLASSIFIED PIPE UNDERDRAIN | | | SECTION TOTALS | $ 42,695.00| $ 65,202.00|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0004 PAVEMENT | | |0035 301E10002 295.000 CY | 70.00000 20650.00| 70.00000 20650.00| BITUMINOUS AGGREGATE BASE, AC-20 | | |0036 304E20000 542.000 CY | 40.00000 21680.00| 38.00000 20596.00| AGGREGATE BASE | | |0037 402E20000 97.000 CY | 70.00000 6790.00| 70.00000 6790.00| ASPHALT CONCRETE, AC-20 | | |0038 404E20000 70.000 CY | 70.00000 4900.00| 70.00000 4900.00| ASPHALT CONCRETE, AC-20 | | |0039 407E10000 12.000 GAL | 6.00000 72.00| 6.00000 72.00| TACK COAT | | |0040 408E10000 705.000 GAL | 1.30000 916.50| 1.30000 916.50|

BITUMINOUS PRIME COAT | | |0041 452E12000 102.000 SY | 32.00000 3264.00| 36.00000 3672.00| 8" PLAIN CONCRETE PAVEMENT | | |0042 609E26000 655.000 LF | 11.00000 7205.00| 11.20000 7336.00| CURB, TYPE 6 | | |0043 611E25001 325.000 SY | 130.00000 42250.00| 140.00000 45500.00| REINFORCED CONCRETE APPROACH SLAB | | | (T=15"), AS PER PLAN | | |0044 612E42000 135.000 SY | 44.00000 5940.00| 43.90000 5926.50| CONCRETE MEDIAN | | | SECTION TOTALS | $ 113,667.50| $ 116,359.00|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0005 LIGHTING | | |0045 603E00400 40.000 LF | 3.00000 120.00| 3.00000 120.00| 4" CONDUIT, TYPE E | | |0046 625E00500 20.000 EACH| 75.00000 1500.00| 75.00000 1500.00| CONNECTOR KIT, TYPE II | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :011 -13 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 34-0420560 |(5) 34-4422410 | |NATIONAL ENGINEERING & CONTR|HARPER SUPPLY INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0047 625E00600 20.000 EACH| 75.00000 1500.00| 75.00000 1500.00| CONNECTOR KIT, TYPE III | | |0048 625E23000 2436.000 LF | 1.75000 4263.00| 1.75000 4263.00|

NO. 4 AWG 600 VOLT DISTRIBUTION CABLE | | |0049 625E23306 1624.000 LF | 1.00000 1624.00| 1.00000 1624.00| NO. 10 AWG 600 VOLT DISTRIBUTION CABLE | | | 713.02 | | |0050 625E23410 850.000 LF | 0.75000 637.50| 0.75000 637.50| NO. 12 AWG POLE AND BRACKET CABLE | | |0051 625E25300 4.500 LF | 10.00000 45.00| 10.00000 45.00| CONDUIT, 1-1/2", 713.04 | | |0052 625E25400 633.000 LF | 10.50000 6646.50| 10.50000 6646.50| CONDUIT, 2", 713.04 | | |0053 625E25500 99.000 LF | 15.00000 1485.00| 15.00000 1485.00| CONDUIT, 3", 713.04 | | |0054 625E29002 116.000 LF | 4.00000 464.00| 4.00000 464.00| TRENCH, 24" DEEP | | |0055 625E29920 10.000 EACH| 575.00000 5750.00| 575.00000 5750.00| STRUCTURE JUNCTION BOX , TYPE I | | |0056 625E30700 2.000 EACH| 470.00000 940.00| 470.00000 940.00| PULL BOX, 713.08, 18" | | |0057 625E32000 1.000 EACH| 200.00000 200.00| 200.00000 200.00| GROUND ROD | | |0058 625E33000 1.000 EACH| 1900.00000 1900.00| 1900.00000 1900.00| STRUCTURE GROUNDING SYSTEM | | |0059 625E34001 1.000 EACH| 3700.00000 3700.00| 3665.00000 3665.00| POWER SERVICE, AS PER PLAN | | |0060 625E38000 LUMP| 350.00000 350.00| 350.00000 350.00| HIGH VOLTAGE TEST | | |0061 625E98000 10.000 EACH| 75.00000 750.00| 75.00000 750.00| LIGHTING, MISC.: WEATHERPROOF OUTLET | | | ASSEMBLY | | |0062 625E10500 AA1 10.000 EACH| | | LIGHT POLE, MISC.: DESIGN A-ON-12 | | |0063 625E10500 AA2 10.000 EACH| 2150.00000 21500.00| 2150.00000 21500.00| LIGHT POLE, MISC.: SPRING CITY NO. | | | IPED-12 EDGEWATER POST | | |0064 625E27600 AB1 10.000 EACH| | | LUMINAIRE, MISC.: 150 WATT, HIGH | | | PRESSURE SODIUM, 120 VOLT | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :011 -14 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 34-0420560 |(5) 34-4422410 | |NATIONAL ENGINEERING & CONTR|HARPER SUPPLY INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0065 625E27600 AB2 10.000 EACH| 650.00000 6500.00| 650.00000 6500.00| LUMINAIRE, MISC.: SPRING CITY NO. | | | EFED-7-150HPS-120-IR-V EDGEWATER | | | LUMINAIRE | | | SECTION TOTALS | $ 59,875.00| $ 59,840.00|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0006 TRAFFIC CONTROL | | |0066 630E03100 279.000 LF | 5.50000 1534.50| 5.50000 1534.50| GROUND MOUNTED SUPPORT, NO. 3 POST | | |0067 630E04100 53.000 LF | 6.50000 344.50| 6.50000 344.50| GROUND MOUNTED SUPPORT, NO. 4 POST | | |0068 630E08004 14.000 LF | 7.00000 98.00| 7.00000 98.00| ONE WAY SUPPORT, NO. 3 POST | | |0069 630E08500 2.000 EACH| 160.00000 320.00| 160.00000 320.00| STREET NAME SIGN SUPPORT | | |0070 630E80100 12.000 SF | 13.00000 156.00| 13.25000 159.00| SIGN, FLAT SHEET | | |0071 630E80102 69.000 SF | 16.00000 1104.00| 16.00000 1104.00| SIGN, FLAT SHEET, TYPE G | | |0072 630E85000 11.000 EACH| 10.00000 110.00| 10.00000 110.00| REMOVAL OF GROUND MOUNTED SIGN AND | | | STORAGE | | |0073 630E85100 20.000 EACH| 35.00000 700.00| 35.00000 700.00| REMOVAL OF GROUND MOUNTED SIGN AND | | | REERECTION | | |0074 630E86002 25.000 EACH| 10.00000 250.00| 10.00000 250.00| REMOVAL OF GROUND MOUNTED POST SUPPORT | | |

AND DISPOSAL | | |0075 630E86300 2.000 EACH| 40.00000 80.00| 40.00000 80.00| REMOVAL OF STRUCTURE MOUNTED SIGN | | |0076 642E00090 0.010 MILE| 7400.00000 74.00| 2000.00000 20.00| EDGE LINE | | |0077 642E00190 0.100 MILE| 7300.00000 730.00| 2000.00000 200.00| LANE LINE | | |0078 642E00290 0.040 MILE| 7550.00000 302.00| 2000.00000 80.00| CENTER LINE | | |0079 642E00390 226.000 LF | 0.60000 135.60| 0.40000 90.40| CHANNELIZING LINE | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :011 -15 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 34-0420560 |(5) 34-4422410 | |NATIONAL ENGINEERING & CONTR|HARPER SUPPLY INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0080 642E00490 94.000 LF | 1.80000 169.20| 3.45000 324.30| STOP LINE | | |0081 642E00590 183.000 LF | 1.50000 274.50| 2.00000 366.00| CROSSWALK LINE | | |0082 642E00690 54.000 LF | 1.70000 91.80| 3.45000 186.30| TRANSVERSE LINE | | |0083 642E00910 100.000 SF | 1.00000 100.00| 1.65000 165.00| ISLAND MARKING | | |0084 642E01290 9.000 EACH| 40.00000 360.00| 60.00000 540.00| LANE ARROW | | |0085 642E01490 91.000 LF | 1.00000 91.00| 1.00000 91.00|

DOTTED LINE, 4" | | | SECTION TOTALS | $ 7,025.10| $ 6,763.00|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0007 MAINTENANCE OF TRAFFIC | | |0086 404E20000 370.000 CY | 54.00000 19980.00| 54.00000 19980.00| ASPHALT CONCRETE, AC-20 | | |0087 404E35000 20.000 CY | 54.00000 1080.00| 54.00000 1080.00| BITUMINOUS CONCRETE FOR MAINTAINING | | | TRAFFIC | | |0088 407E10000 870.000 GAL | 0.50000 435.00| 0.50000 435.00| TACK COAT | | |0089 410E12000 20.000 CY | 60.00000 1200.00| 29.00000 580.00| TRAFFIC COMPACTED SURFACE, TYPE A OR B | | |0090 616E10000 4.000 MGAL| 50.00000 200.00| 225.00000 900.00| WATER | | |0091 616E20000 1.000 TON | 350.00000 350.00| 450.00000 450.00| CALCIUM CHLORIDE | | | SECTION TOTALS | $ 23,245.00| $ 23,425.00|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0008 STRUCTURE OVER 20 FOOT SPAN BRIDGE NO. SEN-18D-0057 | | |0092 202E11002 LUMP| 200000.00000 200000.00| 550000.00000 550000.00| STRUCTURE REMOVED, OVER 20 FOOT SPAN | | |0093 203E21001 1401.000 CY | 30.00000 42030.00| 39.00000 54639.00| EMBANKMENT USING GRANULAR MATERIAL, AS | | | PER PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :011 -16 TABULATION OF BIDS


SET-ASIDE :

==========================================================================================================================

========== |(4) 34-0420560 |(5) 34-4422410 | |NATIONAL ENGINEERING & CONTR|HARPER SUPPLY INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0094 503E11100 LUMP| 150000.00000 150000.00| 225000.00000 225000.00| COFFERDAMS, CRIBS AND SHEETING | | |0095 503E21100 57.000 CY | 45.00000 2565.00| 10.00000 570.00| UNCLASSIFIED EXCAVATION | | |0096 503E31100 261.000 CY | 60.00000 15660.00| 150.00000 39150.00| ROCK AND/OR SHALE EXCAVATION | | |0097 509E15840 214795.000 LB | 0.55000 118137.25| 0.55000 118137.25| EPOXY COATED REINFORCING STEEL, GRADE 60| | |0098 509E15900 914.000 LB | 4.00000 3656.00| 2.25000 2056.50| REINFORCING STEEL, MISC.: PIER NOSING | | |0099 510E10000 63.000 EACH| 10.00000 630.00| 17.00000 1071.00| DOWEL HOLES WITH NONSHRINK, NONMETALLIC | | | GROUT | | |0100 511E48000 706.000 CY | 400.00000 282400.00| 370.00000 261220.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (DECK) | | |0101 511E48020 61.000 CY | 1600.00000 97600.00| 1200.00000 73200.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUPERSTRUCTURE (PARAPET) | | |0102 511E48040 898.000 CY | 320.00000 287360.00| 475.00000 426550.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUBSTRUCTURE | | |0103 511E49000 LUMP| 800.00000 800.00| 2000.00000 2000.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | TRIAL MIX | | |0104 511E49010 LUMP| 7200.00000 7200.00| 12625.00000 12625.00| SPECIAL - HIGH PERFORMANCE CONCRETE | | | TESTING | | |0105 512E44400 34.000 SY | 30.00000 1020.00| 50.00000 1700.00| TYPE B WATERPROOFING | | |0106 512E67500 1499.000 SY | 5.00000 7495.00| 6.50000 9743.50| SPECIAL - SEALING OF CONCRETE SURFACES | | |0107 512E67502 204.000 SY | 5.00000 1020.00| 18.00000 3672.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY) | | |0108 513E12400 527954.000 LB | 1.05000 554351.70| 1.30000 686340.20|

STRUCTURAL STEEL, A572-50 AISC CATEGORY | | | III | | |0109 513E20000 3873.000 EACH| 1.50000 5809.50| 2.25000 8714.25| WELDED STUD SHEAR CONNECTOR | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :011 -17 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 34-0420560 |(5) 34-4422410 | |NATIONAL ENGINEERING & CONTR|HARPER SUPPLY INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0110 514E00610 527954.000 LB | 0.06000 31677.24| 0.09000 47515.86| FIELD PAINTING OF NEW STEEL, SYSTEM IZEU| | |0111 516E11210 154.000 LF | 250.00000 38500.00| 300.00000 46200.00| STRUCTURAL EXPANSION JOINT INCLUDING | | | ELASTOMERIC STRIP SEAL | | |0112 516E13600 139.000 SF | 4.50000 625.50| 4.00000 556.00| 1" PREFORMED EXPANSION JOINT FILLER | | |0113 516E44100 7.000 EACH| 850.00000 5950.00| 635.00000 4445.00| ELASTOMERIC BEARING WITH INTERNAL | | | LAMINATES AND LOAD PLATE (NEOPRENE) | | | (16"X21"X2 1/4") AND LOAD PLATE | | | (17"X22" X2" TO 2 1/8") | | |0114 516E44100 7.000 EACH| 950.00000 6650.00| 635.00000 4445.00| ELASTOMERIC BEARING WITH INTERNAL | | | LAMINATES AND LOAD PLATE (NEOPRENE) (18 | | | 1/2"X19"X2 1/2") AND LOAD PLATE (19 | | | 1/2"X25"X2" TO 2 3/16") | | |0115 516E44100 3.000 EACH| 540.00000 1620.00| 635.00000 1905.00|

FENCE, TYPE CL, AS PER PLAN | | | SECTION TOTALS | $ 1,887,322.19| $ 2,603,320.56|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0009 INCIDENTALS | | |0121 103E05000 LUMP| 12000.00000 12000.00| 40000.00000 40000.00| PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | |0122 614E11000 LUMP| 20000.00000 20000.00| 10000.00000 10000.00| MAINTAINING TRAFFIC | | |0123 619E15010 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| FIELD OFFICE, TYPE B | | |0124 619E25010 LUMP| 4000.00000 4000.00| 5000.00000 5000.00| SPECIAL - COMPUTER EQUIPMENT FOR TYPE B | | | OR C OFFICE | | |0125 623E10000 LUMP| 40000.00000 40000.00| 10000.00000 10000.00| CONSTRUCTION LAYOUT STAKES | | |0126 624E10000 LUMP| 100000.00000 100000.00| 100000.00000 100000.00| MOBILIZATION | | | SECTION TOTALS | $ 186,000.00| $ 175,000.00|------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,384,857.29| $ 3,127,343.36|====================================================================================================================================


ODOT PROJECT NUMBER : 970013 AWARDED VENDOR NUMBER : 34-1089291 CALL ORDER : 013 CONTRACT ID : CUNI16016 COUNTIES : UNION LETTING DATE : 01/08/97 10:00 AM DISTRICT : 06 CONTRACT TIME : 08/31/97 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : STP-F971(52) FOR IMPROVING SECTION UNI-736-0.000, STATE ROUTE 736 IN UNION COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING AND PAVING WITH ASPHALT CONCRETE.

SET-ASIDE :

VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-1089291 NORTHWOOD STONE & ASPHALT INC $ 734,751.41 100.0000% 2 31-1461736 EAGLE CONTRACTING SERVICES LTD $ 835,967.27 113.7755% 3 34-4272670 S E JOHNSON COMPANIES INC $ 859,956.28 117.0404%==================================================================================================================================== |(1) 34-1089291 |(2) 31-1461736 |(3) 34-4272670 |NORTHWOOD STONE & ASPHALT IN|EAGLE CONTRACTING SERVICES |S E JOHNSON COMPANIESINCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0001 ITEMS OF WORK | | |0001 202M54100 764.000 EACH| 3.98000 3040.72| 3.03000 2314.92| 1.80000 1375.20 RAISED PAVEMENT MARKER REMOVED FOR | | |

STORAGE | | |0002 203M60100 26668.000 M | 2.91000 77603.88| 2.21000 58936.28| 3.28000 87471.04 LINEAR GRADING | | |0003 251M01002 3.000 CU M| 930.88000 2792.64| 360.00000 1080.00| 460.00000 1380.00 PARTIAL DEPTH PAVEMENT REPAIR | | |0004 253M02000 3.000 CU M| 930.88000 2792.64| 310.00000 930.00| 460.00000 1380.00 PAVEMENT REPAIR | | |0005 254M01000 3636.000 SQ M| 2.18000 7926.48| 2.08000 7562.88| 3.58000 13016.88 PAVEMENT PLANING, BITUMINOUS | | |0006 301M10002 4854.000 CU M| 55.02000 267067.08| 65.86000 319684.44| 66.39000 322257.06 BITUMINOUS AGGREGATE BASE, AC-20 | | |0007 407M10000 48275.000 L | 0.18000 8689.50| 0.14000 6758.50| 0.13000 6275.75 TACK COAT | | |0008 448M14050 1397.000 CU M| 60.83000 84979.51| 73.17000 102218.49| 74.77000 104453.69 ASPHALT CONCRETE INTERMEDIATE COURSE, | | | TYPE 1, AC-20 (SPOT LEVELING) | | |0009 448M16000 2685.000 CU M| 59.90000 160831.50| 76.09000 204301.65| 74.77000 200757.45 ASPHALT CONCRETE SURFACE COURSE, TYPE 1,| | | AC-20 | | |0010 516M31200 17.000 M | 42.64000 724.88| 42.00000 714.00| 62.58000 1063.86 SPECIAL - SAWING AND SEALING BITUMINOUS | | | CONCRETE JOINTS | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :013 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970013 AWARDED VENDOR NUMBER : 34-1089291 CALL ORDER : 013 CONTRACT ID : CUNI16016 COUNTIES : UNION LETTING DATE : 01/08/97 10:00 AM DISTRICT : 06

SET-ASIDE :

==================================================================================================================================== |(1) 34-1089291 |(2) 31-1461736 |(3) 34-4272670 |NORTHWOOD STONE & ASPHALT IN|EAGLE CONTRACTING SERVICES |S E JOHNSON COMPANIESINCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0011 516M31300 52.000 M | 239.50000 12454.00| 240.00000 12480.00| 378.17000 19664.84 SPECIAL - POLYMER MODIFIED ASPHALT | | | EXPANSION JOINT SYSTEM | | |0012 604M38501 4.000 EACH| 1430.00000 5720.00| 563.76000 2255.04| 450.00000 1800.00 MONUMENT ASSEMBLY, AS PER PLAN | | |0013 614M12460 79.000 EACH| 46.31000 3658.49| 51.11000 4037.69| 50.00000 3950.00 WORK ZONE MARKING SIGN | | |0014 614M21400 27.060 KM | 91.51000 2476.26| 84.54000 2287.65| 62.08000 1679.88 TEMPORARY CENTER LINE, CLASS II | | |0015 617M10100 1382.000 CU M| 32.28000 44610.96| 30.95000 42772.90| 23.54000 32532.28 COMPACTED AGGREGATE, TYPE A | | |0016 617M25000 50.000 CU M| 1.06000 53.00| 11.49000 574.50| 1.00000 50.00 WATER | | |0017 621M00100 78.000 EACH| 28.70000 2238.60| 27.27000 2127.06| 26.00000 2028.00 RAISED PAVEMENT MARKER | | |0018 621M00200 629.000 EACH| 6.60000 4151.40| 8.29000 5214.41| 7.90000 4969.10 RAISED PAVEMENT MARKER, INSTALLATION | | | ONLY | | |0019 643M00100 27.060 KM | 283.07000 7659.87| 346.14000 9366.55| 330.00000 8929.80 EDGE LINE | | |0020 643M00300 13.530 KM | 295.99000 4004.74| 487.74000 6599.12| 465.00000 6291.45 CENTER LINE | | |0021 644M00500 18.600 M | 12.00000 223.20| 52.45000 975.57| 50.00000 930.00

AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0027 623M10001 LUMP| 3713.70000 3713.70| 5667.51000 5667.51| 3000.00000 3000.00 CONSTRUCTION LAYOUT STAKES, AS PER PLAN | | |0028 624M10000 LUMP| 2819.14000 2819.14| 6340.00000 6340.00| 13000.00000 13000.00 MOBILIZATION | | | SECTION TOTALS | $ 29,352.06| $ 41,202.26| $ 36,200.00------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 734,751.41| $ 835,967.27| $ 859,956.28====================================================================================================================================


ODOT PROJECT NUMBER : 970014 AWARDED VENDOR NUMBER : 34-1557339 CALL ORDER : 014 CONTRACT ID : CALL16042 COUNTIES : ALLEN LETTING DATE : 01/08/97 10:00 AM DISTRICT : 01 CONTRACT TIME : 08/31/97 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : NON-FEDERAL FOR IMPROVING SECTIONS ALL-75-0.000 AND VARIOUS, INTERSTATE ROUTE 75 AND VARIOUS IN ALLEN, DEFIANCE, HANCOCK, HARDIN, PAULDING, PUTNAM, VAN WERT AND WYANDOT COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY HERBICIDAL SPRAYING.

SET-ASIDE :

VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 37-1304435 CARSO INC $ 172,005.06 100.0000% 2 34-1557339 BIG TREES INC $ 182,579.06 106.1474% 3 34-4439286 CHEMI-TROL CHEMICAL CO $ 262,531.68 152.6302%==================================================================================================================================== |(1) 37-1304435 |(2) 34-1557339 |(3) 34-4439286 |CARSO INC |BIG TREES INC |CHEMI-TROL CHEMICALCOLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0001 ITEMS OF WORK | | |0001 817M10000 859.000 HECT| 75.67000 65000.53| 61.75000 53043.25| 85.56000 73496.04

SPECIAL - HERBICIDAL SPRAYING, WEED AND | | | BRUSH CONTROL FROM ROAD | | |0002 817M41000 534.650 KM | 63.60000 34003.74| 113.00000 60415.45| 164.14000 87757.45 SPECIAL - HERBICIDAL SPRAYING | | |0003 817M42000 182.410 KM | 120.61000 22000.47| 125.21000 22839.56| 142.57000 26006.19 SPECIAL - HERBICIDAL SPRAYING, NON | | | SELECTIVE VEGETATION CONTROL, GUARDRAIL,| | | SIGNS AND DELINEATORS | | |0004 817M50100 512.000 KM | 99.61000 51000.32| 85.90000 43980.80| 143.50000 73472.00 SPECIAL - HERBICIDAL SPRAYING, | | | RIGHT-OF-WAY FENCE | | | SECTION TOTALS | $ 172,005.06| $ 180,279.06| $ 260,731.68------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0002 INCIDENTALS | | |0005 103M05000 LUMP| 0.00000 0.00| 1200.00000 1200.00| 700.00000 700.00 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | |0006 614M11000 LUMP| 0.00000 0.00| 550.00000 550.00| 700.00000 700.00 MAINTAINING TRAFFIC | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :014 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970014 AWARDED VENDOR NUMBER : 34-1557339 CALL ORDER : 014 CONTRACT ID : CALL16042 COUNTIES : ALLEN LETTING DATE : 01/08/97 10:00 AM DISTRICT : 01

SET-ASIDE :

==================================================================================================================================== |(1) 37-1304435 |(2) 34-1557339 |(3) 34-4439286 |CARSO INC |BIG TREES INC |CHEMI-TROL CHEMICAL

COLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0007 624M10000 LUMP| 0.00000 0.00| 550.00000 550.00| 400.00000 400.00 MOBILIZATION | | | SECTION TOTALS | $ 0.00| $ 2,300.00| $ 1,800.00------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 172,005.06| $ 182,579.06| $ 262,531.68====================================================================================================================================


ODOT PROJECT NUMBER : 970015 AWARDED VENDOR NUMBER : 31-1353380 CALL ORDER : 015 CONTRACT ID : CALL15898 COUNTIES : ALLEN LETTING DATE : 01/08/97 10:00 AM DISTRICT : 01 CONTRACT TIME : 07/31/97 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : NON-FEDERAL FOR IMPROVING SECTIONS ALL-198-0.000;ALL-501-0.000, STATE ROUTES 198 AND 501, ALLEN COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY PAVING AND RESURFACING WITH ASPHALT CONCRETE.

SET-ASIDE :

VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1353380 TOM MAYLE & SONS/NORTHWOOD STONE - JV $ 283,489.73 100.0000% 2 34-1520889 EBONY CONSTRUCTION CO INC $ 307,310.85 108.4028%==================================================================================================================================== |(1) 31-1353380 |(2) 34-1520889 | |TOM MAYLE & SONS/NORTHWOOD S|EBONY 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 202M23500 100.000 SQ M| 17.00000 1700.00| 8.00000 800.00| WEARING COURSE REMOVED | | |0002 202M54100 465.000 EACH| 4.00000 1860.00| 2.50000 1162.50| RAISED PAVEMENT MARKER REMOVED FOR | | | STORAGE | | |

0003 251M01000 42.000 SQ M| 29.50000 1239.00| 18.00000 756.00| PARTIAL DEPTH PAVEMENT REPAIR | | |0004 253M02000 38.000 CU M| 113.00000 4294.00| 90.00000 3420.00| PAVEMENT REPAIR | | |0005 304M20000 8.000 CU M| 40.00000 320.00| 15.00000 120.00| AGGREGATE BASE | | |0006 407M10000 27461.000 L | 0.13000 3569.93| 0.15000 4119.15| TACK COAT | | |0007 408M10000 60.000 L | 2.00000 120.00| 0.15000 9.00| BITUMINOUS PRIME COAT | | |0008 448M14000 1015.000 CU M| 64.65000 65619.75| 71.00000 72065.00| ASPHALT CONCRETE INTERMEDIATE COURSE, | | | TYPE 1, AC-20 | | |0009 448M16000 2585.000 CU M| 64.65000 167120.25| 71.00000 183535.00| ASPHALT CONCRETE SURFACE COURSE, TYPE 1,| | | AC-20 | | |0010 604M39501 2.000 EACH| 115.00000 230.00| 150.00000 300.00| MONUMENT BOX ADJUSTED TO GRADE, AS PER | | | PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :015 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970015 AWARDED VENDOR NUMBER : 31-1353380 CALL ORDER : 015 CONTRACT ID : CALL15898 COUNTIES : ALLEN LETTING DATE : 01/08/97 10:00 AM DISTRICT : 01

SET-ASIDE :

==================================================================================================================================== |(1) 31-1353380 |(2) 34-1520889 | |TOM MAYLE & SONS/NORTHWOOD S|EBONY CONSTRUCTION CO INC |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0011 614M12460 24.000 EACH| 57.00000 1368.00| 50.00000 1200.00| WORK ZONE MARKING SIGN | | |0012 614M21400 14.100 KM | 96.00000 1353.60| 65.00000 916.50|

TEMPORARY CENTER LINE, CLASS II | | |0013 617M10100 564.000 CU M| 29.50000 16638.00| 28.00000 15792.00| COMPACTED AGGREGATE, TYPE A | | |0014 617M25000 1.000 CU M| 5.00000 5.00| 5.00000 5.00| WATER | | |0015 621M00201 533.000 EACH| 9.50000 5063.50| 7.90000 4210.70| RAISED PAVEMENT MARKER, INSTALLATION | | | ONLY, AS PER PLAN | | | SECTION TOTALS | $ 270,501.03| $ 288,410.85|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0002 INCIDENTALS | | |0016 103M05000 LUMP| 1230.00000 1230.00| 900.00000 900.00| PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | |0017 614M11000 LUMP| 8300.00000 8300.00| 8000.00000 8000.00| MAINTAINING TRAFFIC | | |0018 624M10000 LUMP| 3458.70000 3458.70| 10000.00000 10000.00| MOBILIZATION | | | SECTION TOTALS | $ 12,988.70| $ 18,900.00|------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 283,489.73| $ 307,310.85|====================================================================================================================================


ODOT PROJECT NUMBER : 970016 AWARDED VENDOR NUMBER : 31-1346944 CALL ORDER : 016 CONTRACT ID : CASD16030 COUNTIES : ASHLAND ERIE LETTING DATE : 01/08/97 10:00 AM DISTRICT : 03 HURON OTHERS CONTRACT TIME : 06/30/97 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : NON-FEDERAL FOR IMPROVING SECTIONS ATB-6.00 AND VARIOUS, U.S. ROUTE 6 AND VARIOUS, IN ASHTABULA, COLUMBIANA, MAHONING AND TRUMBULL COUNTIES, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY APLLYING 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 31-1346944 KNEISEL CONTRACTING CORPORATION $ 237,000.01 100.0000% 2 34-1233573 OGLESBY CONSTRUCTION INC $ 240,831.27 101.6165% 3 34-1722690 PERK COMPANY INC $ 271,994.25 114.7655%==================================================================================================================================== |(1) 31-1346944 |(2) 34-1233573 |(3) 34-1722690 |KNEISEL CONTRACTING CORPORAT|OGLESBY CONSTRUCTION INC |PERK COMPANY INCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0001 ITEMS OF WORK | | |0001 642M00100 1249.980 KM | 96.10000 120123.08| 96.66000 120823.07| 98.00000 122498.04 EDGE LINE, TYPE 1 | | |

0002 642M00200 505.410 KM | 46.50000 23501.57| 50.67000 25609.12| 51.00000 25775.91 LANE LINE, TYPE 1 | | |0003 642M00300 784.050 KM | 96.10000 75347.21| 111.28000 87249.08| 126.00000 98790.30 CENTER LINE, TYPE 1 | | |0004 642M20000 LUMP| 100.00000 100.00| 100.00000 100.00| 200.00000 200.00 TWO-WAY RADIO EQUIPMENT | | | SECTION TOTALS | $ 219,071.86| $ 233,781.27| $ 247,264.25------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0002 INCIDENTALS | | |0005 103M05000 LUMP| 2400.00000 2400.00| 1800.00000 1800.00| 2750.00000 2750.00 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | |0006 614M11000 LUMP| 12500.00000 12500.00| 2250.00000 2250.00| 18980.00000 18980.00 MAINTAINING TRAFFIC | | |0007 624M10000 LUMP| 3028.15000 3028.15| 3000.00000 3000.00| 3000.00000 3000.00 MOBILIZATION | | | SECTION TOTALS | $ 17,928.15| $ 7,050.00| $ 24,730.00------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 237,000.01| $ 240,831.27| $ 271,994.25====================================================================================================================================


ODOT PROJECT NUMBER : 970017 AWARDED VENDOR NUMBER : 34-1546976 CALL ORDER : 017 CONTRACT ID : CATB16218 COUNTIES : ASHTABULA COLUMBIANA LETTING DATE : 01/08/97 10:00 AM DISTRICT : 04 MAHONING OTHERS CONTRACT TIME : 09/30/97 COMPLETION DATE CONTRACT DESCRIPTION : PROJECT(S) : NON-FEDERAL FOR IMPROVING SECTIONS ATB-6-0.00 AND VARIOUS, U.S. ROUTE 6 AND VARIOUS, IN ASHTABULA, COLUMBIANA, MAHONING AND TRUMBULL COUNTIES, OHIO, IN ACCORDANCE WITH 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 34-1546976 AERO-MARK INC $ 465,833.57 100.0000% 2 34-1674252 TRAFFTECH INC $ 503,264.22 108.0351% 3 34-1233573 OGLESBY CONSTRUCTION INC $ 514,433.99 110.4330% 4 34-4439286 CHEMI-TROL CHEMICAL CO $ 521,688.61 111.9903% 5 34-1206611 NEAT-LINE COMPANY INC $ 528,688.67 113.4930%==================================================================================================================================== |(1) 34-1546976 |(2) 34-1674252 |(3) 34-1233573 |AERO-MARK INC |TRAFFTECH INC |OGLESBY CONSTRUCTIONINCLINE 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| 25.00000 2500.00| 45.00000 4500.00 LAW ENFORCEMENT OFFICER WITH PATROL CAR | | |0002 642E00100 2021.310 MILE| 150.00000 303196.50| 137.00000 276919.47| 155.55000 314414.77 EDGE LINE, TYPE 1 | | |0003 642E00200 424.550 MILE| 75.00000 31841.25| 69.00000 29293.95| 81.54000 34617.81 LANE LINE, TYPE 1 | | |0004 642E00300 699.380 MILE| 175.00000 122391.50| 160.00000 111900.80| 207.40000 145051.41 CENTER LINE, TYPE 1 | | | SECTION TOTALS | $ 460,929.25| $ 420,614.22| $ 498,583.99------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0002 INCIDENTALS | | |0005 103E05000 LUMP| 3600.00000 3600.00| 7000.00000 7000.00| 4000.00000 4000.00 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | |0006 614E11000 LUMP| 500.00000 500.00| 35600.00000 35600.00| 3500.00000 3500.00 MAINTAINING TRAFFIC | | |0007 624E10000 LUMP| 500.00000 500.00| 40000.00000 40000.00| 8250.00000 8250.00 MOBILIZATION | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :017 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970017 AWARDED VENDOR NUMBER : 34-1546976 CALL ORDER : 017 CONTRACT ID : CATB16218 COUNTIES : ASHTABULA COLUMBIANA LETTING DATE : 01/08/97 10:00 AM DISTRICT : 04 MAHONING OTHERS

SET-ASIDE :

==========================================================================================================================

========== |(1) 34-1546976 |(2) 34-1674252 |(3) 34-1233573 |AERO-MARK INC |TRAFFTECH INC |OGLESBY CONSTRUCTIONINCLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0008 642E20000 LUMP| 304.32000 304.32| 50.00000 50.00| 100.00000 100.00 TWO-WAY RADIO EQUIPMENT | | | SECTION TOTALS | $ 4,904.32| $ 82,650.00| $ 15,850.00------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 465,833.57| $ 503,264.22| $ 514,433.99==================================================================================================================================== OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :017 -3 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970017 AWARDED VENDOR NUMBER : 34-1546976 CALL ORDER : 017 CONTRACT ID : CATB16218 COUNTIES : ASHTABULA COLUMBIANA LETTING DATE : 01/08/97 10:00 AM DISTRICT : 04 MAHONING OTHERS

SET-ASIDE :

==================================================================================================================================== |(4) 34-4439286 |(5) 34-1206611 | |CHEMI-TROL CHEMICAL CO |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| 40.00000 4000.00| 40.00000 4000.00| LAW ENFORCEMENT OFFICER WITH PATROL CAR | | |0002 642E00100 2021.310 MILE| 168.15000 339883.28| 170.80000 345239.75| EDGE LINE, TYPE 1 | | |0003 642E00200 424.550 MILE| 84.65000 35938.16| 81.20000 34473.46| LANE LINE, TYPE 1 | | |0004 642E00300 699.380 MILE| 190.05000 132917.17| 197.64000 138225.46| CENTER LINE, TYPE 1 | | | SECTION TOTALS | $ 512,738.61| $ 521,938.67|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0002 INCIDENTALS | | |0005 103E05000 LUMP| 2700.00000 2700.00| 3800.00000 3800.00| PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | |0006 614E11000 LUMP| 2000.00000 2000.00| 1200.00000 1200.00| MAINTAINING TRAFFIC | | |0007 624E10000 LUMP| 4200.00000 4200.00| 1200.00000 1200.00| MOBILIZATION | | |0008 642E20000 LUMP| 50.00000 50.00| 550.00000 550.00| TWO-WAY RADIO EQUIPMENT | | | SECTION TOTALS | $ 8,950.00| $ 6,750.00|------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 521,688.61| $ 528,688.67|====================================================================================================================================


ODOT PROJECT NUMBER : 970018 AWARDED VENDOR NUMBER : 31-0521486 CALL ORDER : 018 CONTRACT ID : CCLI15109 COUNTIES : CLINTON LETTING DATE : 01/08/97 10:00 AM DISTRICT : 08 CONTRACT TIME : 08/31/97 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : NON-FEDERAL FOR IMPROVING SECTIONS CLI-134-0.00;CLI-124-0.00, STATE ROUTES 134 AND 124 IN CLINTON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, PLANING, DRAINING AND PAVING WITH ASPHALT CONCRETE AND REPAIRING 5 STRUCTURES.

SET-ASIDE :

VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-0521486 L P CAVETT COMPANY $ 1,009,297.02 100.0000% 2 31-0578656 JOHN R JURGENSEN COMPANY $ 1,066,430.72 105.6607%==================================================================================================================================== |(1) 31-0521486 |(2) 31-0578656 | |L P CAVETT COMPANY |JOHN R JURGENSEN COMPANY |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0001 STRUCTURE REPAIR BRIDGE NO. CLI-134-0197 | | |0001 511E71100 1.000 CY | 1500.00000 1500.00| 402.80000 402.80| CONCRETE, MISC.: HEADWALL REPAIR | | |0002 603E96550 76.000 LF | 150.00000 11400.00| 125.21000 9515.96|

SPECIAL - EXISTING CONDUIT, FIELD PAVED | | | SECTION TOTALS | $ 12,900.00| $ 9,918.76|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0002 BRIDGE NO. CLI-134-0225 | | |0003 509E15800 1259.000 LB | 1.00000 1259.00| 1.00000 1259.00| EPOXY COATED REINFORCING STEEL, GRADE 60| | |0004 511E43200 13.000 CY | 2500.00000 32500.00| 2500.00000 32500.00| CLASS C CONCRETE, PIER | | |0005 512E67510 80.000 SY | 20.00000 1600.00| 20.00000 1600.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY-URETHANE) | | |0006 516E31300 160.000 LF | 69.00000 11040.00| 66.50000 10640.00| SPECIAL - POLYMER MODIFIED ASPHALT | | | EXPANSION JOINT SYSTEM | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :018 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970018 AWARDED VENDOR NUMBER : 31-0521486 CALL ORDER : 018 CONTRACT ID : CCLI15109 COUNTIES : CLINTON LETTING DATE : 01/08/97 10:00 AM DISTRICT : 08

SET-ASIDE :

==================================================================================================================================== |(1) 31-0521486 |(2) 31-0578656 | |L P CAVETT COMPANY |JOHN R JURGENSEN COMPANY |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 46,399.00| $ 45,999.00|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0003 BRIDGE NO. CLI-134-0671 | | |0007 202E23501 262.000 SY | 20.00000 5240.00| 25.00000 6550.00|

WEARING COURSE REMOVED, AS PER PLAN | | |0008 512E67030 262.000 SY | 15.70000 4113.40| 15.00000 3930.00| SPECIAL - MEMBRANE WATERPROOFING (SHEET | | | TYPE 3) | | |0009 512E67510 40.000 SY | 20.00000 800.00| 20.00000 800.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY-URETHANE) | | |0010 516E31300 79.000 LF | 69.00000 5451.00| 66.50000 5253.50| SPECIAL - POLYMER MODIFIED ASPHALT | | | EXPANSION JOINT SYSTEM | | |0011 530E01300 130.000 LF | 15.00000 1950.00| 15.00000 1950.00| SPECIAL - STRUCTURE, MISC.: SHEAR KEY | | | REPAIR | | | SECTION TOTALS | $ 17,554.40| $ 18,483.50|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0004 BRIDGE NO. CLI-134-0681 | | |0012 202E23501 294.000 SY | 20.00000 5880.00| 25.00000 7350.00| WEARING COURSE REMOVED, AS PER PLAN | | |0013 512E67030 294.000 SY | 15.70000 4615.80| 15.00000 4410.00| SPECIAL - MEMBRANE WATERPROOFING (SHEET | | | TYPE 3) | | |0014 512E67510 41.000 SY | 20.00000 820.00| 20.00000 820.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY-URETHANE) | | |0015 516E31300 70.000 LF | 69.00000 4830.00| 66.50000 4655.00| SPECIAL - POLYMER MODIFIED ASPHALT | | | EXPANSION JOINT SYSTEM | | |0016 530E01300 140.000 LF | 15.00000 2100.00| 15.00000 2100.00| SPECIAL - STRUCTURE, MISC.: SHEAR KEY | | | REPAIR | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :018 -3 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-0521486 |(2) 31-0578656 | |L P CAVETT COMPANY |JOHN R JURGENSEN COMPANY |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION TOTALS | $ 18,245.80| $ 19,335.00|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0005 BRIDGE NO. CLI-134-1113 | | |0017 202E11201 LUMP| 40000.00000 40000.00| 40000.00000 40000.00| PORTIONS OF STRUCTURE REMOVED, AS PER | | | PLAN | | |0018 202E22901 84.000 SY | 35.00000 2940.00| 35.00000 2940.00| APPROACH SLAB REMOVED, AS PER PLAN | | |0019 503E21300 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| UNCLASSIFIED EXCAVATION | | |0020 509E15800 3636.000 LB | 0.75000 2727.00| 0.75000 2727.00| EPOXY COATED REINFORCING STEEL, GRADE 60| | |0021 510E10001 42.000 EACH| 20.00000 840.00| 20.00000 840.00| DOWEL HOLES WITH NONSHRINK, NONMETALLIC | | | GROUT, AS PER PLAN | | |0022 511E48040 36.000 CY | 500.00000 18000.00| 500.00000 18000.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | SUBSTRUCTURE | | |0023 511E49000 LUMP| 750.00000 750.00| 750.00000 750.00| SPECIAL - HIGH PERFORMANCE CONCRETE, | | | TRIAL MIX | | |0024 511E49010 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| SPECIAL - HIGH PERFORMANCE CONCRETE | | | TESTING | | |0025 512E67020 16.000 SY | 50.00000 800.00| 50.00000 800.00| SPECIAL - MEMBRANE WATERPROOFING (SHEET | | | TYPE 2) | | |0026 512E67510 54.000 SY | 20.00000 1080.00| 20.00000 1080.00| SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY-URETHANE) | | |0027 516E13200 192.000 SF | 4.00000 768.00| 4.00000 768.00| 1/2" PREFORMED EXPANSION JOINT FILLER | | |0028 516E13600 21.000 SF | 6.00000 126.00| 6.00000 126.00|

1" PREFORMED EXPANSION JOINT FILLER | | |0029 516E47001 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| JACKING AND TEMPORARY SUPPORT OF | | | SUPERSTRUCTURE, AS PER PLAN | | |0030 518E21200 16.000 CY | 65.00000 1040.00| 65.00000 1040.00| POROUS BACKFILL WITH FILTER FABRIC | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :018 -4 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-0521486 |(2) 31-0578656 | |L P CAVETT COMPANY |JOHN R JURGENSEN COMPANY |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0031 519E11502 80.000 SF | 70.00000 5600.00| 70.00000 5600.00| SPECIAL - PATCHING CONCRETE STRUCTURE | | | WITH TROWELABLE MORTAR | | |0032 519E22000 467.000 SY | 55.00000 25685.00| 55.00000 25685.00| SPECIAL - MICRO-SILICA MODIFIED | | | CONCRETE OVERLAY (1.25" THICK) | | |0033 519E22100 4.000 CY | 1200.00000 4800.00| 1200.00000 4800.00| SPECIAL - MICRO-SILICA MODIFIED | | | CONCRETE OVERLAY (VARIABLE THICKNESS) | | |0034 611E15001 142.000 SY | 125.00000 17750.00| 125.00000 17750.00| REINFORCED CONCRETE APPROACH SLAB | | | (T=13"), AS PER PLAN | | | SECTION TOTALS | $ 150,406.00| $ 150,406.00|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0006 ITEMS OF WORK

| | |0035 202E23000 60.000 SY | 15.00000 900.00| 15.00000 900.00| PAVEMENT REMOVED | | |0036 202E54100 2137.000 EACH| 4.00000 8548.00| 3.30000 7052.10| RAISED PAVEMENT MARKER REMOVED FOR | | | STORAGE | | |0037 203E12000 61.000 CY | 27.00000 1647.00| 31.81000 1940.41| EXCAVATION NOT INCLUDING EMBANKMENT | | | CONSTRUCTION | | |0038 203E35200 LUMP| 350.00000 350.00| 350.00000 350.00| EMBANKMENT | | |0039 203E50000 142.000 SY | 3.00000 426.00| 3.00000 426.00| SUBGRADE COMPACTION | | |0040 203E60001 1.500 STA | 800.00000 1200.00| 1058.87000 1588.31| LINEAR GRADING, AS PER PLAN | | |0041 253E02000 340.000 CY | 144.00000 48960.00| 137.07000 46603.80| PAVEMENT REPAIR | | |0042 254E01000 2094.000 SY | 4.00000 8376.00| 8.89000 18615.66| PAVEMENT PLANING, BITUMINOUS | | |0043 254E01600 104.000 SY | 1.00000 104.00| 1.00000 104.00| PATCHING PLANED SURFACE | | |0044 301E10002 74.000 CY | 107.40000 7947.60| 100.74000 7454.76| BITUMINOUS AGGREGATE BASE, AC-20 | | |0045 304E20000 34.000 CY | 50.00000 1700.00| 50.00000 1700.00| AGGREGATE BASE | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :018 -5 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-0521486 |(2) 31-0578656 | |L P CAVETT COMPANY |JOHN R JURGENSEN COMPANY |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE

AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0046 407E10000 14597.000 GAL | 0.60000 8758.20| 0.55000 8028.35| TACK COAT | | |0047 408E10000 904.000 GAL | 2.00000 1808.00| 1.47000 1328.88| BITUMINOUS PRIME COAT | | |0048 448E14000 5362.000 CY | 46.87000 251316.94| 49.59000 265901.58| ASPHALT CONCRETE INTERMEDIATE COURSE, | | | TYPE 1, AC-20 | | |0049 448E14001 124.000 CY | 50.00000 6200.00| 70.44000 8734.56| ASPHALT CONCRETE INTERMEDIATE COURSE, | | | TYPE 1, AC-20, AS PER PLAN | | |0050 448E16000 5403.000 CY | 46.87000 253238.61| 50.40000 272311.20| ASPHALT CONCRETE SURFACE COURSE, TYPE 1,| | | AC-20 | | |0051 605E31100 100.000 LF | 6.00000 600.00| 2.66000 266.00| AGGREGATE DRAIN | | |0052 614E12460 70.000 EACH| 25.00000 1750.00| 40.00000 2800.00| WORK ZONE MARKING SIGN | | |0053 614E12800 462.000 EACH| 3.00000 1386.00| 3.00000 1386.00| TEMPORARY RAISED PAVEMENT MARKER (TYPE | | | A) | | |0054 614E13303 28.000 EACH| 8.00000 224.00| 8.00000 224.00| BARRIER REFLECTOR, TYPE B2, AS PER PLAN | | |0055 614E13350 29.000 EACH| 15.00000 435.00| 15.00000 435.00| OBJECT MARKER | | |0056 614E21300 0.060 MILE| 13000.00000 780.00| 13000.00000 780.00| TEMPORARY CENTER LINE, CLASS I, 740.05, | | | TYPE C | | |0057 614E21400 28.280 MILE| 300.00000 8484.00| 151.81000 4293.19| TEMPORARY CENTER LINE, CLASS II | | |0058 614E21700 0.100 MILE| 10000.00000 1000.00| 10000.00000 1000.00| TEMPORARY CENTER LINE, CLASS II, 740.05,| | | TYPE C | | |0059 614E22300 0.040 MILE| 10000.00000 400.00| 6411.75000 256.47| TEMPORARY EDGE LINE, CLASS I, 740.05, | | | TYPE C | | |0060 614E26000 142.000 LF | 2.00000 284.00| 1.11000 157.62| TEMPORARY STOP LINE, CLASS I | | |0061 614E26600 22.000 LF | 7.00000 154.00| 7.00000 154.00| TEMPORARY STOP LINE, CLASS I, 740.05, | | | TYPE C | | | OHIO DEPARTMENT OF TRANSPORTATION

JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :018 -6 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-0521486 |(2) 31-0578656 | |L P CAVETT COMPANY |JOHN R JURGENSEN COMPANY |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0062 617E10100 910.000 CY | 23.47000 21357.70| 27.06000 24624.60| COMPACTED AGGREGATE, TYPE A | | |0063 617E10101 34.000 CY | 60.00000 2040.00| 60.08000 2042.72| COMPACTED AGGREGATE, TYPE A, AS PER PLAN| | |0064 617E20000 32784.000 SY | 0.15000 4917.60| 0.19000 6228.96| SHOULDER PREPARATION | | |0065 617E20001 1205.000 SY | 0.60000 723.00| 1.06000 1277.30| SHOULDER PREPARATION, AS PER PLAN | | |0066 617E25000 18.900 MGAL| 5.00000 94.50| 10.00000 189.00| WATER | | |0067 621E00200 1170.000 EACH| 6.67000 7803.90| 6.67000 7803.90| RAISED PAVEMENT MARKER, INSTALLATION | | | ONLY | | |0068 621E00300 54.000 EACH| 7.85000 423.90| 7.85000 423.90| PRISMATIC RETROREFLECTOR | | |0069 621E00600 54.000 EACH| 6.67000 360.18| 6.67000 360.18| RAISED PAVEMENT MARKER CASTING, | | | INSTALLATION ONLY | | |0070 622E40020 340.000 LF | 14.00000 4760.00| 14.00000 4760.00| PORTABLE CONCRETE BARRIER, 32" | | |0071 622E40040 260.000 LF | 20.00000 5200.00| 20.00000 5200.00| PORTABLE CONCRETE BARRIER, 32", BRIDGE | | | MOUNTED | | |

0072 642E00102 27.940 MILE| 262.00000 7320.28| 262.00000 7320.28| EDGE LINE, TYPE 2 | | |0073 642E00302 14.140 MILE| 355.00000 5019.70| 355.00000 5019.70| CENTER LINE, TYPE 2 | | |0074 644E00400 185.000 LF | 1.02000 188.70| 1.02000 188.70| CHANNELIZING LINE | | |0075 644E00500 71.000 LF | 4.75000 337.25| 4.75000 337.25| STOP LINE | | |0076 644E00700 533.000 LF | 3.92000 2089.36| 3.92000 2089.36| TRANSVERSE LINE | | |0077 644E00900 10.000 SF | 2.24000 22.40| 2.24000 22.40| ISLAND MARKING | | |0078 644E01000 3.000 EACH| 297.00000 891.00| 297.00000 891.00| RAILROAD SYMBOL MARKING | | |0079 644E01300 2.000 EACH| 72.00000 144.00| 72.00000 144.00| LANE ARROW | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :018 -7 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-0521486 |(2) 31-0578656 | |L P CAVETT COMPANY |JOHN R JURGENSEN COMPANY |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0080 644E01410 1.000 EACH| 96.00000 96.00| 95.99000 95.99| WORD ON PAVEMENT, 96" | | | SECTION TOTALS | $ 680,766.82| $ 723,811.13|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0007 INCIDENTALS

| | |0081 100E00300 LUMP| 25.00000 25.00| 1000.00000 1000.00| SPECIAL - PREMIUM ON RAILROADS' | | | PROTECTIVE PUBLIC LIABILITY AND | | | PROPERTY DAMAGE LIABILITY INSURANCE | | |0082 103E05000 LUMP| 2500.00000 2500.00| 7768.42000 7768.42| PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | |0083 614E11000 LUMP| 63000.00000 63000.00| 42816.15000 42816.15| MAINTAINING TRAFFIC | | |0084 619E15001 LUMP| 4000.00000 4000.00| 5892.76000 5892.76| FIELD OFFICE, TYPE A, AS PER PLAN | | |0085 619E25000 LUMP| 500.00000 500.00| 1000.00000 1000.00| SPECIAL - COMPUTER EQUIPMENT FOR TYPE A | | | OFFICE | | |0086 624E10001 LUMP| 13000.00000 13000.00| 40000.00000 40000.00| MOBILIZATION, AS PER PLAN | | | SECTION TOTALS | $ 83,025.00| $ 98,477.33|------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,009,297.02| $ 1,066,430.72|====================================================================================================================================


ODOT PROJECT NUMBER : 970020 AWARDED VENDOR NUMBER : 31-0521486 CALL ORDER : 020 CONTRACT ID : CHAM13980 COUNTIES : HAMILTON LETTING DATE : 01/08/97 10:00 AM DISTRICT : 08 CONTRACT TIME : 08/31/97 COMPLETION DATE CONTRACT DESCRIPTION : URBAN CLASS PROJECT(S) : NON-FEDERAL FOR IMPROVING SECTIONS HAM-127-11.51;HAM-4-6.89, U.S. ROUTE 127 AND STATE ROUTE 4 IN THE CITY OF FOREST PARK, VILLAGES OF WOODLAWN AND GLENDALE, HAMILTON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING WITH ASPHALT CONCRETE AND PERFORMING BRIDGE REPAIR.

SET-ASIDE :

VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-0521486 L P CAVETT COMPANY $ 799,910.59 100.0000% 2 13-3003901 BARRETT PAVING MATERIALS INC $ 871,279.08 108.9220% 3 31-0578656 JOHN R JURGENSEN COMPANY $ 872,022.16 109.0149%==================================================================================================================================== |(1) 31-0521486 |(2) 13-3003901 |(3) 31-0578656 |L P CAVETT COMPANY |BARRETT PAVING MATERIALS INC|JOHN R JURGENSENCOMPANYLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0001 STRUCTURE OVER 20 FOOT SPAN BRIDGE NO. HAM-127-14.67 | | |

0001 512E67510 2550.000 SY | 10.00000 25500.00| 13.00000 33150.00| 10.00000 25500.00 SPECIAL - SEALING OF CONCRETE SURFACES | | | (EPOXY-URETHANE) | | |0002 512E73000 2516.000 SY | 12.10000 30443.60| 12.00000 30192.00| 12.10000 30443.60 SPECIAL - TREATING CONCRETE BRIDGE | | | DECKS WITH HMWM RESIN | | |0003 516E10901 76.000 LF | 66.00000 5016.00| 15.00000 1140.00| 66.00000 5016.00 ELASTOMERIC COMPRESSION SEAL, AS PER | | | PLAN | | |0004 516E14600 194.000 LF | 20.00000 3880.00| 40.00000 7760.00| 20.00000 3880.00 STRUCTURAL JOINT OR JOINT SEALER, | | | MISC.: JOINT SEALING SYSTEM | | |0005 516E45305 9.000 EACH| 750.00000 6750.00| 600.00000 5400.00| 750.00000 6750.00 REFURBISH BEARING DEVICE, AS PER PLAN | | |0006 516E47001 LUMP| 4500.00000 4500.00| 13900.00000 13900.00| 4500.00000 4500.00 JACKING AND TEMPORARY SUPPORT OF | | | SUPERSTRUCTURE, AS PER PLAN | | |0007 518E12900 13.000 EACH| 100.00000 1300.00| 130.00000 1690.00| 100.00000 1300.00 SCUPPER, LENGTHENING | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :020 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970020 AWARDED VENDOR NUMBER : 31-0521486 CALL ORDER : 020 CONTRACT ID : CHAM13980 COUNTIES : HAMILTON LETTING DATE : 01/08/97 10:00 AM DISTRICT : 08

SET-ASIDE :

==================================================================================================================================== |(1) 31-0521486 |(2) 13-3003901 |(3) 31-0578656 |L P CAVETT COMPANY |BARRETT PAVING MATERIALS INC|JOHN R JURGENSENCOMPANY

LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0008 518E51300 2.000 EACH| 600.00000 1200.00| 1500.00000 3000.00| 600.00000 1200.00 DOWNSPOUT MODIFICATION | | |0009 519E11502 75.000 SF | 100.00000 7500.00| 50.00000 3750.00| 100.00000 7500.00 SPECIAL - PATCHING CONCRETE STRUCTURE | | | WITH TROWELABLE MORTAR | | |0010 519E12304 10.000 SY | 200.00000 2000.00| 260.00000 2600.00| 200.00000 2000.00 SPECIAL - PATCHING CONCRETE BRIDGE DECK | | | - TYPE C | | |0011 530E01300 396.000 LF | 66.00000 26136.00| 45.00000 17820.00| 66.00000 26136.00 SPECIAL - STRUCTURE, MISC.: CONTINUOUS | | | PRESSURIZED ELASTOMER SEAL | | | SECTION TOTALS | $ 114,225.60| $ 120,402.00| $ 114,225.60------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0002 ITEMS OF WORK | | |0012 202E23000 86.000 SY | 9.10000 782.60| 14.75000 1268.50| 30.53000 2625.58 PAVEMENT REMOVED | | |0013 202E30000 364.000 SF | 1.55000 564.20| 5.72000 2082.08| 1.66000 604.24 WALK REMOVED | | |0014 202E30600 790.000 SY | 10.45000 8255.50| 4.44000 3507.60| 8.01000 6327.90 CONCRETE MEDIAN REMOVED | | |0015 202E32001 1644.000 LF | 1.30000 2137.20| 1.75000 2877.00| 6.51000 10702.44 CURB REMOVED, AS PER PLAN | | |0016 202E54100 1342.000 EACH| 4.00000 5368.00| 4.81000 6455.02| 3.42000 4589.64 RAISED PAVEMENT MARKER REMOVED FOR | | | STORAGE | | |0017 203E12000 200.000 CY | 25.00000 5000.00| 30.00000 6000.00| 9.98000 1996.00

EXCAVATION NOT INCLUDING EMBANKMENT | | | CONSTRUCTION | | |0018 252E01000 54.000 SY | 76.00000 4104.00| 52.50000 2835.00| 103.54000 5591.16 FULL DEPTH RIGID PAVEMENT REMOVAL AND | | | FLEXIBLE REPLACEMENT | | |0019 252E01500 174.000 LF | 3.00000 522.00| 3.00000 522.00| 1.98000 344.52 FULL DEPTH PAVEMENT SAWING | | |0020 253E02000 333.000 CY | 154.00000 51282.00| 170.00000 56610.00| 153.23000 51025.59 PAVEMENT REPAIR | | |0021 254E01000 56096.000 SY | 0.80000 44876.80| 0.85000 47681.60| 0.68000 38145.28 PAVEMENT PLANING, BITUMINOUS | | |0022 254E01001 740.000 SY | 1.00000 740.00| 2.26000 1672.40| 2.89000 2138.60 PAVEMENT PLANING, BITUMINOUS, AS PER | | | PLAN | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :020 -3 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-0521486 |(2) 13-3003901 |(3) 31-0578656 |L P CAVETT COMPANY |BARRETT PAVING MATERIALS INC|JOHN R JURGENSENCOMPANYLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0023 254E01600 2813.000 SY | 1.00000 2813.00| 1.00000 2813.00| 1.00000 2813.00

PATCHING PLANED SURFACE | | |0024 304E20000 200.000 CY | 25.00000 5000.00| 20.00000 4000.00| 26.77000 5354.00 AGGREGATE BASE | | |0025 305E13000 667.000 SY | 38.00000 25346.00| 36.00000 24012.00| 36.00000 24012.00 9" CONCRETE BASE | | |0026 407E10000 9053.000 GAL | 0.70000 6337.10| 0.60000 5431.80| 0.55000 4979.15 TACK COAT | | |0027 408E10000 400.000 GAL | 3.00000 1200.00| 1.50000 600.00| 1.10000 440.00 BITUMINOUS PRIME COAT | | |0028 448E14000 2150.000 CY | 51.22000 110123.00| 59.30000 127495.00| 52.59000 113068.50 ASPHALT CONCRETE INTERMEDIATE COURSE, | | | TYPE 1, AC-20 | | |0029 448E14001 100.000 CY | 51.22000 5122.00| 70.00000 7000.00| 60.13000 6013.00 ASPHALT CONCRETE INTERMEDIATE COURSE, | | | TYPE 1, AC-20, AS PER PLAN | | |0030 448E16000 3423.000 CY | 51.22000 175326.06| 59.30000 202983.90| 55.59000 190284.57 ASPHALT CONCRETE SURFACE COURSE, TYPE 1,| | | AC-20 | | |0031 516E13000 17.000 SF | 6.00000 102.00| 1.00000 17.00| 20.00000 340.00 1/4" PREFORMED EXPANSION JOINT FILLER | | |0032 516E13200 60.000 SF | 7.00000 420.00| 1.00000 60.00| 20.00000 1200.00 1/2" PREFORMED EXPANSION JOINT FILLER | | |0033 603E01500 130.000 LF | 20.00000 2600.00| 13.00000 1690.00| 12.54000 1630.20 6" CONDUIT, TYPE F 707.17 | | | NON-PERFERATED ASTM D 3034 SDR 35, OR | | | SS 931 OR 944 | | |0034 604E34501 5.000 EACH| 225.00000 1125.00| 350.00000 1750.00| 191.72000 958.60 MANHOLE ADJUSTED TO GRADE, AS PER PLAN | | | (CWW WITH BRICK AND MORTAR) | | |0035 604E34501 13.000 EACH| 175.00000 2275.00| 150.00000 1950.00| 211.83000 2753.79 MANHOLE ADJUSTED TO GRADE, AS PER PLAN | | | (CWW WITH RINGS) | | |

0036 604E34501 8.000 EACH| 225.00000 1800.00| 350.00000 2800.00| 191.73000 1533.84 MANHOLE ADJUSTED TO GRADE, AS PER PLAN | | | (MSD) WITH BRICK AND MORTAR) | | |0037 604E34501 8.000 EACH| 30.00000 240.00| 25.00000 200.00| 171.87000 1374.96 MANHOLE ADJUSTED TO GRADE, AS PER PLAN | | | (MSD) WITH RINGS) | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :020 -4 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-0521486 |(2) 13-3003901 |(3) 31-0578656 |L P CAVETT COMPANY |BARRETT PAVING MATERIALS INC|JOHN R JURGENSENCOMPANYLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0038 604E39500 1.000 EACH| 100.00000 100.00| 330.00000 330.00| 199.96000 199.96 MONUMENT BOX ADJUSTED TO GRADE | | |0039 605E11111 2170.000 LF | 7.60000 16492.00| 11.25000 24412.50| 8.99000 19508.30 6" SHALLOW PIPE UNDERDRAIN WITH FABRIC | | | WRAP, AS PER PLAN | | |0040 605E31100 200.000 LF | 8.00000 1600.00| 6.00000 1200.00| 2.70000 540.00 AGGREGATE DRAIN | | |0041 608E10001 380.000 SF | 7.50000 2850.00| 6.20000 2356.00| 6.20000 2356.00 4" CONCRETE WALK, AS PER PLAN | | |

0042 608E21001 160.000 SF | 3.70000 592.00| 4.00000 640.00| 5.39000 862.40 4" BITUMINOUS WALK, AS PER PLAN | | |0043 608E50000 2.000 EACH| 110.00000 220.00| 85.00000 170.00| 85.00000 170.00 CURB RAMP, TYPE 1 | | |0044 608E51000 1.000 EACH| 110.00000 110.00| 85.00000 85.00| 85.00000 85.00 CURB RAMP, TYPE 2 | | |0045 609E98000 106.000 LF | 25.50000 2703.00| 24.10000 2554.60| 24.10000 2554.60 CURB, MISC.: CONCRETE CURB | | |0046 612E42100 78.000 CY | 205.00000 15990.00| 195.60000 15256.80| 195.60000 15256.80 CONCRETE MEDIAN 9" | | |0047 614E12460 70.000 EACH| 30.00000 2100.00| 50.00000 3500.00| 40.00000 2800.00 WORK ZONE MARKING SIGN | | |0048 614E20400 2.160 MILE| 300.00000 648.00| 620.00000 1339.20| 137.74000 297.52 TEMPORARY LANE LINE, CLASS II | | |0049 614E21400 14.180 MILE| 300.00000 4254.00| 325.00000 4608.50| 157.87000 2238.60 TEMPORARY CENTER LINE, CLASS II | | |0050 614E26000 1428.000 LF | 0.70000 999.60| 2.00000 2856.00| 1.13000 1613.64 TEMPORARY STOP LINE, CLASS I | | |0051 617E10101 257.000 CY | 41.55000 10678.35| 40.00000 10280.00| 37.74000 9699.18 COMPACTED AGGREGATE, TYPE A, AS PER PLAN| | |0052 617E20001 4060.000 SY | 0.40000 1624.00| 0.20000 812.00| 0.37000 1502.20 SHOULDER PREPARATION, AS PER PLAN | | |0053 617E25000 5.170 MGAL| 5.00000 25.85| 5.00000 25.85| 30.00000 155.10 WATER | | |0054 621E00200 429.000 EACH| 6.94000 2977.26| 6.94000 2977.26| 6.94000 2977.26 RAISED PAVEMENT MARKER, INSTALLATION | | | ONLY | | |0055 621E00300 638.000 EACH| 6.85000 4370.30| 6.85000 4370.30| 6.85000 4370.30 PRISMATIC RETROREFLECTOR | | |0056 621E00600 526.000 EACH| 6.94000 3650.44| 6.94000 3650.44| 6.94000

3650.44 RAISED PAVEMENT MARKER CASTING, | | | INSTALLATION ONLY | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :020 -5 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-0521486 |(2) 13-3003901 |(3) 31-0578656 |L P CAVETT COMPANY |BARRETT PAVING MATERIALS INC|JOHN R JURGENSENCOMPANYLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0057 625E01500 9.000 EACH| 25.00000 225.00| 25.00000 225.00| 81.00000 729.00 CABLE SPLICING KIT | | |0058 625E31600 2.000 EACH| 370.00000 740.00| 370.00000 740.00| 254.00000 508.00 PULL BOX, MISC.: PULL BOX COVER | | |0059 632E27500 725.000 LF | 9.40000 6815.00| 9.40000 6815.00| 8.60000 6235.00 LOOP DETECTOR PAVEMENT CUTTING | | |0060 632E64900 1786.000 LF | 0.30000 535.80| 0.30000 535.80| 0.80000 1428.80 LOOP DETECTOR WIRE, TYPE E | | |0061 638E10801 8.000 EACH| 100.00000 800.00| 200.00000 1600.00| 135.77000 1086.16 VALVE BOX ADJUSTED TO GRADE, AS PER | | | PLAN (CWW SPEC.1125) | | |0062 642E00902 85.000 SF | 10.38000 882.30| 10.38000 882.30| 10.38000 882.30

ISLAND MARKING, TYPE 2 | | |0063 644E00100 11.200 MILE| 1768.00000 19801.60| 1768.00000 19801.60| 1768.00000 19801.60 EDGE LINE | | |0064 644E00200 1.080 MILE| 642.00000 693.36| 642.00000 693.36| 641.99000 693.35 LANE LINE | | |0065 644E00300 7.090 MILE| 3017.00000 21390.53| 3017.00000 21390.53| 3017.00000 21390.53 CENTER LINE | | |0066 644E00400 4707.000 LF | 1.02000 4801.14| 1.02000 4801.14| 1.02000 4801.14 CHANNELIZING LINE | | |0067 644E00500 714.000 LF | 4.24000 3027.36| 4.24000 3027.36| 4.24000 3027.36 STOP LINE | | |0068 644E00600 144.000 LF | 1.78000 256.32| 1.78000 256.32| 1.78000 256.32 CROSSWALK LINE | | |0069 644E00700 4886.000 LF | 3.98000 19446.28| 3.98000 19446.28| 3.98000 19446.28 TRANSVERSE LINE | | |0070 644E00900 367.000 SF | 2.12000 778.04| 2.12000 778.04| 2.12000 778.04 ISLAND MARKING | | |0071 644E01110 2.000 EACH| 365.00000 730.00| 365.00000 730.00| 365.00000 730.00 SCHOOL SYMBOL MARKING, 96" | | |0072 644E01300 67.000 EACH| 72.00000 4824.00| 72.00000 4824.00| 72.00000 4824.00 LANE ARROW | | |0073 644E01410 27.000 EACH| 96.00000 2592.00| 96.00000 2592.00| 96.00000 2592.00 WORD ON PAVEMENT, 96" | | | SECTION TOTALS | $ 623,784.99| $ 684,877.08| $ 640,893.74------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0003 INCIDENTALS | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :

020 -6 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(1) 31-0521486 |(2) 13-3003901 |(3) 31-0578656 |L P CAVETT COMPANY |BARRETT PAVING MATERIALS INC|JOHN R JURGENSENCOMPANYLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0074 103E05000 LUMP| 2000.00000 2000.00| 3000.00000 3000.00| 6567.86000 6567.86 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | |0075 614E11000 LUMP| 41400.00000 41400.00| 37000.00000 37000.00| 77011.10000 77011.10 MAINTAINING TRAFFIC | | |0076 619E15001 LUMP| 4000.00000 4000.00| 2500.00000 2500.00| 6141.64000 6141.64 FIELD OFFICE, TYPE A, AS PER PLAN | | |0077 619E25000 LUMP| 500.00000 500.00| 2500.00000 2500.00| 1000.00000 1000.00 SPECIAL - COMPUTER EQUIPMENT FOR TYPE A | | | OFFICE | | |0078 623E10000 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 6182.22000 6182.22 CONSTRUCTION LAYOUT STAKES | | |0079 624E10000 LUMP| 13000.00000 13000.00| 20000.00000 20000.00| 20000.00000 20000.00 MOBILIZATION | | | SECTION TOTALS | $ 61,900.00| $ 66,000.00| $ 116,902.82------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 799,910.59| $ 871,279.08| $

872,022.16====================================================================================================================================


ODOT PROJECT NUMBER : 970021 AWARDED VENDOR NUMBER : 31-1459264 CALL ORDER : 021 CONTRACT ID : CHAS16064 COUNTIES : HARRISON LETTING DATE : 01/08/97 10:00 AM DISTRICT : 11 CONTRACT TIME : 07/31/97 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : NON-FEDERAL FOR IMPROVING SECTION HAS-9-3.541, STATE ROUTE 9 IN THE VILLAGE OF CADIZ, HARRISON COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY RESURFACING WITH ASPHALT CONCRETE.

SET-ASIDE :

VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-1459264 TRI-STATE ASPHALT COMPANY $ 299,271.69 100.0000% 2 34-1087602 NEWTON ASPHALT PAVING INC $ 299,616.20 100.1151% 3 34-0755286 OHIO VALLEY PAVING CORPORATION $ 314,281.54 105.0154% 4 34-1308133 LASH EXCAVATING & PAVING DBA DAVID P LASH $ 382,203.37 127.7111%==================================================================================================================================== |(1) 31-1459264 |(2) 34-1087602 |(3) 34-0755286 |TRI-STATE ASPHALT CO |NEWTON ASPHALT PAVING INC |OHIO VALLEY PAVINGCORPORATILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0001 ITEMS OF WORK | | |0001 202M23500 150.000 SQ M| 15.00000 2250.00| 23.50000 3525.00| 23.33000 3499.50

WEARING COURSE REMOVED | | |0002 202M54100 761.000 EACH| 3.33000 2534.13| 4.79000 3645.19| 3.25000 2473.25 RAISED PAVEMENT MARKER REMOVED FOR | | | STORAGE | | |0003 253M02000 20.000 CU M| 368.76000 7375.20| 275.00000 5500.00| 275.00000 5500.00 PAVEMENT REPAIR | | |0004 403M20000 222.000 CU M| 69.60000 15451.20| 69.98000 15535.56| 77.04000 17102.88 ASPHALT CONCRETE, AC-20 | | |0005 403M25000 779.000 CU M| 69.60000 54218.40| 69.98000 54514.42| 77.04000 60014.16 ASPHALT CONCRETE, AC-20, SPOT LEVELING | | |0006 404M20001 1786.000 CU M| 69.60000 124305.60| 69.98000 124984.28| 77.04000 137593.44 ASPHALT CONCRETE, AC-20, AS PER PLAN | | |0007 404M25001 126.000 CU M| 69.60000 8769.60| 69.98000 8817.48| 77.04000 9707.04 ASPHALT CONCRETE, AC-20 (DRIVEWAYS), AS | | | PER PLAN | | |0008 407M10000 32124.000 L | 0.22000 7067.28| 0.16000 5139.84| 0.18000 5782.32 TACK COAT | | |0009 614M12460 20.000 EACH| 34.81000 696.20| 30.00000 600.00| 40.00000 800.00 WORK ZONE MARKING SIGN | | |0010 614M21400 19.826 KM | 121.65000 2411.83| 120.00000 2379.12| 45.00000 892.17 TEMPORARY CENTER LINE, CLASS II | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :021 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970021 AWARDED VENDOR NUMBER : 31-1459264 CALL ORDER : 021 CONTRACT ID : CHAS16064 COUNTIES : HARRISON LETTING DATE : 01/08/97 10:00 AM DISTRICT : 11

SET-ASIDE :

==========================================================================================================================

========== |(1) 31-1459264 |(2) 34-1087602 |(3) 34-0755286 |TRI-STATE ASPHALT CO |NEWTON ASPHALT PAVING INC |OHIO VALLEY PAVINGCORPORATILINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0011 617M10100 735.000 CU M| 45.53000 33464.55| 41.25000 30318.75| 39.53000 29054.55 COMPACTED AGGREGATE, TYPE A | | |0012 617M20000 11311.000 SQ M| 0.04000 452.44| 0.05000 565.55| 0.02000 226.22 SHOULDER PREPARATION | | |0013 621M00100 570.000 EACH| 26.94000 15355.80| 25.79000 14700.30| 25.79000 14700.30 RAISED PAVEMENT MARKER | | |0014 642M00102 19.312 KM | 199.48000 3852.36| 191.00000 3688.59| 191.00000 3688.59 EDGE LINE, TYPE 2 | | |0015 642M00302 9.913 KM | 274.62000 2722.31| 263.00000 2607.12| 263.00000 2607.12 CENTER LINE, TYPE 2 | | |0016 690M50000 4.000 EACH| 144.67000 578.68| 125.00000 500.00| 125.00000 500.00 SPECIAL - MAILBOX SUPPORT | | | SECTION TOTALS | $ 281,505.58| $ 277,021.20| $ 294,141.54------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0002 INCIDENTALS | | |0017 103E05000 LUMP| 1253.39000 1253.39| 2970.00000 2970.00| 2500.00000 2500.00 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | |0018 614E11000 LUMP| 13588.14000 13588.14| 13725.00000 13725.00| 16140.00000 16140.00 MAINTAINING TRAFFIC | | |0019 624E10000 LUMP| 2924.58000 2924.58| 5900.00000 5900.00| 1500.00000 1500.00 MOBILIZATION | | | SECTION TOTALS | $ 17,766.11| $ 22,595.00| $

20,140.00------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 299,271.69| $ 299,616.20| $ 314,281.54==================================================================================================================================== OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :021 -3 TABULATION OF BIDS


SET-ASIDE :

==================================================================================================================================== |(4) 34-1308133 | | |LASH EXCAVATING & PAVING DBA| |LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0001 ITEMS OF WORK | | |0001 202M23500 150.000 SQ M| 21.50000 3225.00| | WEARING COURSE REMOVED | | |0002 202M54100 761.000 EACH| 3.29000 2503.69| | RAISED PAVEMENT MARKER REMOVED FOR | | | STORAGE | | |0003 253M02000 20.000 CU M| 313.87000 6277.40| | PAVEMENT REPAIR | | |0004 403M20000 222.000 CU M| 92.13000 20452.86| | ASPHALT CONCRETE, AC-20 | | |0005 403M25000 779.000 CU M| 92.13000 71769.27| | ASPHALT CONCRETE, AC-20, SPOT LEVELING | | |0006 404M20001 1786.000 CU M| 92.13000 164544.18| | ASPHALT CONCRETE, AC-20, AS PER PLAN | | |

------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0002 INCIDENTALS | | |0017 103E05000 LUMP| 2361.88000 2361.88| | PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | |0018 614E11000 LUMP| 12480.25000 12480.25| | MAINTAINING TRAFFIC | | |0019 624E10000 LUMP| 1200.00000 1200.00| | MOBILIZATION | | | SECTION TOTALS | $ 16,042.13| |------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 382,203.37| |====================================================================================================================================


ODOT PROJECT NUMBER : 970022 AWARDED VENDOR NUMBER : 31-4351261 CALL ORDER : 022 CONTRACT ID : CNOB16270 COUNTIES : NOBLE LETTING DATE : 01/08/97 10:00 AM DISTRICT : 10 CONTRACT TIME : 07/31/97 COMPLETION DATE CONTRACT DESCRIPTION : RURAL CLASS PROJECT(S) : NON-FEDERAL FOR IMPROVING SECTION NOB-285-8.980, STATE ROUTE 285 IN NOBLE COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING AND RESURFACING WITH ASPHALT CONCRETE.

SET-ASIDE :

VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 31-4351261 SHELLY & SANDS INC $ 420,315.91 100.0000% 2 34-0755286 OHIO VALLEY PAVING CORPORATION $ 446,362.16 106.1968%==================================================================================================================================== |(1) 31-4351261 |(2) 34-0755286 | |SHELLY & SANDS INC |OHIO VALLEY PAVING CORPORATI|LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0001 ITEMS OF WORK | | |0001 202M54100 1076.000 EACH| 2.98000 3206.48| 3.80000 4088.80| RAISED PAVEMENT MARKER REMOVED FOR | | | STORAGE | | |0002 203M60101 693.000 M | 1.55000 1074.15| 10.55000 7311.15| LINEAR GRADING, AS PER PLAN | | |

0003 407M10000 18402.000 L | 0.20000 3680.40| 0.18000 3312.36| TACK COAT | | |0004 448M46020 1539.000 CU M| 76.67000 117995.13| 81.33000 125166.87| ASPHALT CONCRETE INTERMEDIATE COURSE, | | | TYPE 1, PG64-22 | | |0005 448M47011 2592.000 CU M| 76.67000 198728.64| 81.33000 210807.36| ASPHALT CONCRETE SURFACE COURSE, TYPE 1,| | | PG64-22, AS PER PLAN | | |0006 614M12460 24.000 EACH| 31.09000 746.16| 40.00000 960.00| WORK ZONE MARKING SIGN | | |0007 614M21500 28.770 KM | 134.98000 3883.37| 45.00000 1294.65| TEMPORARY CENTER LINE, CLASS II, 642 | | | PAINT | | |0008 617M10101 1102.000 CU M| 38.09000 41975.18| 35.32000 38922.64| COMPACTED AGGREGATE, TYPE A, AS PER PLAN| | |0009 617M25000 82.000 CU M| 1.04000 85.28| 3.00000 246.00| WATER | | |0010 621M00100 598.000 EACH| 26.83000 16044.34| 25.65000 15338.70| RAISED PAVEMENT MARKER | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :022 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970022 AWARDED VENDOR NUMBER : 31-4351261 CALL ORDER : 022 CONTRACT ID : CNOB16270 COUNTIES : NOBLE LETTING DATE : 01/08/97 10:00 AM DISTRICT : 10

SET-ASIDE :

==================================================================================================================================== |(1) 31-4351261 |(2) 34-0755286 | |SHELLY & SANDS INC |OHIO VALLEY PAVING CORPORATI|LINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0011 642M00090 28.770 KM | 175.35000 5044.82| 175.00000 5034.75| EDGE LINE | | |0012 642M00290 14.385 KM | 280.67000 4037.44| 275.00000 3955.88|

CENTER LINE | | |0013 644M00500 86.000 M | 24.99000 2149.14| 33.00000 2838.00| STOP LINE | | |0014 690M50000 2.000 EACH| 103.28000 206.56| 125.00000 250.00| SPECIAL - MAILBOX SUPPORT | | | SECTION TOTALS | $ 398,857.09| $ 419,527.16|------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0002 INCIDENTALS | | |0015 103M05000 LUMP| 1587.92000 1587.92| 3425.00000 3425.00| PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | |0016 614M11000 LUMP| 12658.69000 12658.69| 20910.00000 20910.00| MAINTAINING TRAFFIC | | |0017 623M10001 LUMP| 949.75000 949.75| 1000.00000 1000.00| CONSTRUCTION LAYOUT STAKES, AS PER PLAN | | |0018 624M10000 LUMP| 6262.46000 6262.46| 1500.00000 1500.00| MOBILIZATION | | | SECTION TOTALS | $ 21,458.82| $ 26,835.00|------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 420,315.91| $ 446,362.16|==================================================================================================================================== OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :023 -1 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970023 AWARDED VENDOR NUMBER : 34-4272670 CALL ORDER : 023 CONTRACT ID : CVAN15897 COUNTIES : VAN WERT LETTING DATE : 01/08/97 10:00 AM DISTRICT : 01 CONTRACT TIME : 07/31/97 COMPLETION DATE CONTRACT DESCRIPTION : URBAN CLASS PROJECT(S) : NON-FEDERAL FOR IMPROVING SECTION VAN-33-0.000, U.S. ROUTE 33 IN THE VILLAGE OF WILLSHIRE, VAN WERT COUNTY, OHIO, IN ACCORDANCE WITH PLANS AND SPECIFICATIONS BY GRADING, AND PAVING WITH ASPHALT CONCRETE.

SET-ASIDE :

VENDOR RANKING : -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 34-4272670 S E JOHNSON COMPANIES INC $ 342,605.85 100.0000% 2 34-1089291 NORTHWOOD STONE & ASPHALT INC $ 360,274.89 105.1572% 3 35-1145884 L I C A CONSTRUCTION CORP $ 362,310.26 105.7513% 4 34-1696776 WALLS BROS ASPHALT CO INC $ 465,564.88 135.8893%==================================================================================================================================== |(1) 34-4272670 |(2) 34-1089291 |(3) 35-1145884 |S E JOHNSON COMPANIES INC |NORTHWOOD STONE & ASPHALT IN|L I C A CONSTRUCTIONCORPLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0001 ITEMS OF WORK | | |0001 202M23500 100.000 SQ M| 18.00000 1800.00| 21.50000 2150.00| 4.20000 420.00 WEARING COURSE REMOVED | | |0002 202M30000 10.000 SQ M| 100.00000 1000.00| 43.80000 438.00| 22.00000 220.00 WALK REMOVED | | |0003 202M54100 170.000 EACH| 4.50000 765.00| 4.70000 799.00| 6.20000 1054.00 RAISED PAVEMENT MARKER REMOVED FOR | | | STORAGE | | |0004 251M01000 84.000 SQ M| 23.50000 1974.00| 34.60000 2906.40| 10.00000 840.00 PARTIAL DEPTH PAVEMENT REPAIR | | |0005 253M02000 76.000 CU M| 127.00000 9652.00| 135.00000 10260.00| 170.00000 12920.00 PAVEMENT REPAIR | | |0006 254M01000 60771.000 SQ M| 0.93000 56517.03| 0.61000 37070.31| 0.70000 42539.70 PAVEMENT PLANING, BITUMINOUS | | |0007 254M01600 120.000 SQ M| 6.00000 720.00| 10.75000 1290.00| 6.00000 720.00

PATCHING PLANED SURFACE | | |0008 304M20000 14.000 CU M| 17.00000 238.00| 35.00000 490.00| 52.00000 728.00 AGGREGATE BASE | | |0009 407M10000 20661.000 L | 0.12000 2479.32| 0.13000 2685.93| 0.26000 5371.86 TACK COAT | | |0010 408M10000 255.000 L | 0.20000 51.00| 1.30000 331.50| 0.54000 137.70 BITUMINOUS PRIME COAT | | | OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, DIRECTOR DATE :01/16/97 PAGE :023 -2 TABULATION OF BIDS

ODOT PROJECT NUMBER : 970023 AWARDED VENDOR NUMBER : 34-4272670 CALL ORDER : 023 CONTRACT ID : CVAN15897 COUNTIES : VAN WERT LETTING DATE : 01/08/97 10:00 AM DISTRICT : 01

SET-ASIDE :

==================================================================================================================================== |(1) 34-4272670 |(2) 34-1089291 |(3) 35-1145884 |S E JOHNSON COMPANIES INC |NORTHWOOD STONE & ASPHALT IN|L I C A CONSTRUCTIONCORPLINE NO / ITEM CODE / ALT | | |ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT------------------------------------------+----------------------------+----------------------------+-------------------------------0011 448M20000 2721.000 CU M| 76.00000 206796.00| 83.00000 225843.00| 82.20000 223666.20 SPECIAL - STONE MASTIC ASPHALT CONCRETE | | | SURFACE COURSE , TYPE 1 | | |0012 448M20004 120.000 CU M| 85.00000 10200.00| 85.50000 10260.00| 82.20000 9864.00 SPECIAL - STONE MASTIC ASPHALT CONCRETE | | | INTERMEDIATE COURSE , TYPE 2 | | |0013 448M20010 2.000 EACH| 10100.00000 20200.00| 8900.00000 17800.00| 12250.00000 24500.00 SPECIAL - STONE MASTIC ASPHALT CONCRETE | | |

TEST STRIP | | |0014 604M39501 2.000 EACH| 185.00000 370.00| 80.00000 160.00| 200.00000 400.00 MONUMENT BOX ADJUSTED TO GRADE, AS PER | | | PLAN | | |0015 608M54000 10.000 SQ M| 85.00000 850.00| 450.00000 4500.00| 20.00000 200.00 CURB RAMP, TYPE 2 | | |0016 614M12460 15.000 EACH| 89.00000 1335.00| 45.00000 675.00| 90.00000 1350.00 WORK ZONE MARKING SIGN | | |0017 614M21400 12.100 KM | 35.00000 423.50| 100.00000 1210.00| 80.00000 968.00 TEMPORARY CENTER LINE, CLASS II | | |0018 617M10100 333.000 CU M| 23.00000 7659.00| 35.00000 11655.00| 33.60000 11188.80 COMPACTED AGGREGATE, TYPE A | | |0019 617M25000 1.000 CU M| 65.00000 65.00| 5.00000 5.00| 22.00000 22.00 WATER | | |0020 621M00201 225.000 EACH| 12.96000 2916.00| 13.44000 3024.00| 14.80000 3330.00 RAISED PAVEMENT MARKER, INSTALLATION | | | ONLY, AS PER PLAN | | | SECTION TOTALS | $ 326,010.85| $ 333,553.14| $ 340,440.26------------------------------------------+----------------------------+----------------------------+-------------------------------SECTION 0002 INCIDENTALS | | |0021 103M05000 LUMP| 1600.00000 1600.00| 1700.00000 1700.00| 1500.00000 1500.00 PREMIUM FOR CONTRACT PERFORMANCE BOND | | | AND FOR PAYMENT BOND | | |0022 614M11000 LUMP| 5000.00000 5000.00| 20000.00000 20000.00| 10170.00000 10170.00 MAINTAINING TRAFFIC | | |0023 624M10000 LUMP| 9995.00000 9995.00| 5021.75000 5021.75| 10200.00000 10200.00 MOBILIZATION | | | SECTION TOTALS | $ 16,595.00| $ 26,721.75| $ 21,870.00------------------------------------------+----------------------------+----------------------------+-------------------------------

OHIO DEPARTMENT OF TRANSPORTATION JERRY WRAY, … · 1/8/1997 · ohio department of...

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