NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : 2 VENDOR RANKING CALL ORDER : N09 CONTRACT ID : 2903B COUNTIES : DOUGLAS LETTING DATE : 12/19/02 DISTRICT : 2 CONTRACT DESCRIPTION : PROJECT(S) : PM-275-7(1032) US-275, NORTHWEST OF WATERLOO -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 1148 IOWA EROSION CONTROL, INC. $ 323,343.03 100.0000% 2 3322 JAMES CAPE & SONS COMPANY & SUBSIDIARIES $ 329,043.39 101.7629% 3 1425 FORBY CONTRACTING, INC. $ 330,246.10 102.1349% 4 3617 PENHALL COMPANY AND SUBSIDIARIES $ 351,264.49 108.6352% 5 2089 DIAMOND SURFACE, INC. $ 389,049.12 120.3209% 6 2831 MUSSELMAN AND HALL CONTRACTORS, LLC $ 396,116.11 122.5065% 7 2364 TAB HOLDING COMPANY, INC. DBA TAB CONSTRUCTION $ 427,888.82 132.3328% NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : N09 -3 TABULATION OF BIDS CALL ORDER : N09 CONTRACT ID : 2903B COUNTIES : DOUGLAS LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 1148 |( 2 ) 3322 |( 3 ) 1425 |IOWA EROSION CONTROL, INC. |CAPE & SONS COMPANY & SUBSI |FORBY CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 3 CONCRETE PAVEMENT | | | 0001 0001.08 3850.000 BDAY| 0.50000 1925.00| 0.50000 1925.00| 0.50000 1925.00 BARRICADE, TYPE II | | | 0002 0001.10 275.000 BDAY| 3.00000 825.00| 3.00000 825.00| 3.00000 825.00 BARRICADE, TYPE III | | | 0003 0001.75 420.000 EACH| 3.00000 1260.00| 3.00000 1260.00| 3.00000 1260.00 TEMPORARY SIGN DAY | | | 0004 0001.90 1320.000 EACH| 0.50000 660.00| 0.50000 660.00| 0.50000 660.00 SIGN DAY | | | 0005 0002.44 25000.000 LF | 0.05000 1250.00| 0.05000 1250.00| 0.05000 1250.00 TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0006 0002.97 35.000 DAY | 100.00000 3500.00| 100.00000 3500.00| 100.00000 3500.00 FLASHING ARROW PANEL | | | 0007 0030.30 LUMP| 27500.00000 27500.00| 35000.00000 35000.00| 30000.00000 30000.00 MOBILIZATION | | | 0008 3008.20 495.000 EACH| 8.96000 4435.20| 15.00000 7425.00| 12.00000 5940.00 CROSS STITCHING | | | 0009 3010.43 39.000 LF | 35.00000 1365.00| 25.00000 975.00| 30.00000 1170.00 CONCRETE CLASS 47B-3625 CURB REPAIR | | | 0010 3040.11 10.300 SY | 137.53000 1416.56| 170.00000 1751.00| 125.00000 1287.50 CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | | DEPTH | | | 0011 3040.12 149.000 SY | 104.91000 15631.59| 99.00000 14751.00| 115.00000 17135.00 CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | | DEPTH | | | 0012 3040.13 304.700 SY | 88.11000 26847.12| 90.00000 27423.00| 95.00000 28946.50 CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | | DEPTH | | | 0013 3040.16 7.600 SY | 230.97000 1755.37| 195.00000 1482.00| 250.00000 1900.00 CONCRETE PAVEMENT REPAIR, TYPE B, | | | PARTIAL DEPTH | | | 0014 3040.18 71.200 SY | 230.69000 16425.13| 200.00000 14240.00| 270.00000 19224.00 CONCRETE PAVEMENT REPAIR, TYPE A, | | | PARTIAL DEPTH | | | 0015 3210.10 27434.300 SY | 2.66000 72975.24| 2.83000 77639.07| 3.00000 82302.90 DIAMOND GRINDING AND TEXTURING CONCRETE | | | PAVEMENT | | | 0016 3211.25 607.000 LF | 2.50000 1517.50| 3.00000 1821.00| 1.50000 910.50 SEALING CRACKS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : N09 -4 TABULATION OF BIDS CALL ORDER : N09 CONTRACT ID : 2903B COUNTIES : DOUGLAS LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 1148 |( 2 ) 3322 |( 3 ) 1425 |IOWA EROSION CONTROL, INC. |CAPE & SONS COMPANY & SUBSI |FORBY CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 3211.30 45539.000 LF | 0.80000 36431.20| 0.88000 40074.32| 0.80000 36431.20 SEALING JOINTS | | | 0018 3221.05 58.100 SY | 107.00000 6216.70| 100.00000 5810.00| 115.00000 6681.50 CONCRETE PAVEMENT, CLASS PR-3625 JOINT | | | REPAIR | | | 0019 3300.50 2.070 LS | 3100.00000 3100.00| 2000.00000 2000.00| 1500.00000 1500.00 PORTLAND CEMENT CONCRETE SMOOTHNESS | | | TESTING | | | 0020 6004.50 446.600 LF | 81.73000 36500.62| 45.00000 20097.00| 70.00000 31262.00 EXPANSION JOINT | | | 0021 6030.00 1.000 EACH| 3835.40000 3835.40| 7500.00000 7500.00| 1000.00000 1000.00 PREPARATION OF BRIDGE AT STA. 732+08.45 | | | 0022 6030.01 1.000 EACH| 3835.40000 3835.40| 7500.00000 7500.00| 1000.00000 1000.00 PREPARATION OF BRIDGE AT STA. 740+67.00 | | | 0023 7502.14 13500.000 LF | 2.25000 30375.00| 2.25000 30375.00| 2.25000 30375.00 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4, GROOVED | | | 0024 7503.14 10560.000 LF | 2.25000 23760.00| 2.25000 23760.00| 2.25000 23760.00 4" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4, GROOVED | | | SECTION TOTALS | $ 323,343.03| $ 329,043.39| $ 330,246.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 323,343.03| $ 329,043.39| $ 330,246.10 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : N09 -5 TABULATION OF BIDS CALL ORDER : N09 CONTRACT ID : 2903B COUNTIES : DOUGLAS LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3617 |( 5 ) 2089 |( 6 ) 2831 |PENHALL COMPANY AND SUBSIDI |DIAMOND SURFACE, INC. |MUSSELMAN AND HALL CONTRACTORS, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 3 CONCRETE PAVEMENT | | | 0001 0001.08 3850.000 BDAY| 0.50000 1925.00| 0.50000 1925.00| 0.50000 1925.00 BARRICADE, TYPE II | | | 0002 0001.10 275.000 BDAY| 3.00000 825.00| 3.00000 825.00| 3.46000 951.50 BARRICADE, TYPE III | | | 0003 0001.75 420.000 EACH| 4.00000 1680.00| 4.00000 1680.00| 4.61000 1936.20 TEMPORARY SIGN DAY | | | 0004 0001.90 1320.000 EACH| 1.00000 1320.00| 1.00000 1320.00| 1.15000 1518.00 SIGN DAY | | | 0005 0002.44 25000.000 LF | 0.25000 6250.00| 0.25000 6250.00| 0.29000 7250.00 TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0006 0002.97 35.000 DAY | 175.00000 6125.00| 175.00000 6125.00| 201.77000 7061.95 FLASHING ARROW PANEL | | | 0007 0030.30 LUMP| 31000.00000 31000.00| 55000.00000 55000.00| 3003.00000 3003.00 MOBILIZATION | | | 0008 3008.20 495.000 EACH| 11.20000 5544.00| 20.00000 9900.00| 18.00000 8910.00 CROSS STITCHING | | | 0009 3010.43 39.000 LF | 45.00000 1755.00| 55.00000 2145.00| 100.00000 3900.00 CONCRETE CLASS 47B-3625 CURB REPAIR | | | 0010 3040.11 10.300 SY | 109.00000 1122.70| 180.00000 1854.00| 1686.35000 17369.41 CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | | DEPTH | | | 0011 3040.12 149.000 SY | 104.00000 15496.00| 95.00000 14155.00| 139.51000 20786.99 CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | | DEPTH | | | 0012 3040.13 304.700 SY | 100.00000 30470.00| 92.00000 28032.40| 139.51000 42508.70 CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | | DEPTH | | | 0013 3040.16 7.600 SY | 200.00000 1520.00| 400.00000 3040.00| 145.28000 1104.13 CONCRETE PAVEMENT REPAIR, TYPE B, | | | PARTIAL DEPTH | | | 0014 3040.18 71.200 SY | 200.00000 14240.00| 345.00000 24564.00| 162.57000 11574.98 CONCRETE PAVEMENT REPAIR, TYPE A, | | | PARTIAL DEPTH | | | 0015 3210.10 27434.300 SY | 2.50000 68585.75| 2.99000 82028.56| 2.39000 65567.98 DIAMOND GRINDING AND TEXTURING CONCRETE | | | PAVEMENT | | | 0016 3211.25 607.000 LF | 3.32000 2015.24| 2.00000 1214.00| 1.00000 607.00 SEALING CRACKS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : N09 -6 TABULATION OF BIDS CALL ORDER : N09 CONTRACT ID : 2903B COUNTIES : DOUGLAS LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3617 |( 5 ) 2089 |( 6 ) 2831 |PENHALL COMPANY AND SUBSIDI |DIAMOND SURFACE, INC. |MUSSELMAN AND HALL CONTRACTORS, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 3211.30 45539.000 LF | 0.90000 40985.10| 0.64000 29144.96| 0.59000 26868.01 SEALING JOINTS | | | 0018 3221.05 58.100 SY | 100.00000 5810.00| 110.00000 6391.00| 131.44000 7636.66 CONCRETE PAVEMENT, CLASS PR-3625 JOINT | | | REPAIR | | | 0019 3300.50 2.070 LS | 1000.00000 1000.00| 500.00000 500.00| 5000.00000 5000.00 PORTLAND CEMENT CONCRETE SMOOTHNESS | | | TESTING | | | 0020 6004.50 446.600 LF | 78.50000 35058.10| 97.00000 43320.20| 120.00000 53592.00 EXPANSION JOINT | | | 0021 6030.00 1.000 EACH| 3660.00000 3660.00| 7000.00000 7000.00| 12500.00000 12500.00 PREPARATION OF BRIDGE AT STA. 732+08.45 | | | 0022 6030.01 1.000 EACH| 3660.00000 3660.00| 8500.00000 8500.00| 12500.00000 12500.00 PREPARATION OF BRIDGE AT STA. 740+67.00 | | | 0023 7502.14 13500.000 LF | 2.96000 39960.00| 2.25000 30375.00| 3.41000 46035.00 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4, GROOVED | | | 0024 7503.14 10560.000 LF | 2.96000 31257.60| 2.25000 23760.00| 3.41000 36009.60 4" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4, GROOVED | | | SECTION TOTALS | $ 351,264.49| $ 389,049.12| $ 396,116.11 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 351,264.49| $ 389,049.12| $ 396,116.11 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : N09 -7 TABULATION OF BIDS CALL ORDER : N09 CONTRACT ID : 2903B COUNTIES : DOUGLAS LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 2364 |( ) |( ) |TAB CONST. (DBA)/TAB HOLDIN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 3 CONCRETE PAVEMENT | | | 0001 0001.08 3850.000 BDAY| 0.50000 1925.00| | BARRICADE, TYPE II | | | 0002 0001.10 275.000 BDAY| 4.60000 1265.00| | BARRICADE, TYPE III | | | 0003 0001.75 420.000 EACH| 4.00000 1680.00| | TEMPORARY SIGN DAY | | | 0004 0001.90 1320.000 EACH| 0.60000 792.00| | SIGN DAY | | | 0005 0002.44 25000.000 LF | 0.08000 2000.00| | TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0006 0002.97 35.000 DAY | 125.00000 4375.00| | FLASHING ARROW PANEL | | | 0007 0030.30 LUMP| 18600.00000 18600.00| | MOBILIZATION | | | 0008 3008.20 495.000 EACH| 10.75000 5321.25| | CROSS STITCHING | | | 0009 3010.43 39.000 LF | 52.00000 2028.00| | CONCRETE CLASS 47B-3625 CURB REPAIR | | | 0010 3040.11 10.300 SY | 138.50000 1426.55| | CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | | DEPTH | | | 0011 3040.12 149.000 SY | 116.00000 17284.00| | CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | | DEPTH | | | 0012 3040.13 304.700 SY | 94.60000 28824.62| | CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | | DEPTH | | | 0013 3040.16 7.600 SY | 136.00000 1033.60| | CONCRETE PAVEMENT REPAIR, TYPE B, | | | PARTIAL DEPTH | | | 0014 3040.18 71.200 SY | 148.00000 10537.60| | CONCRETE PAVEMENT REPAIR, TYPE A, | | | PARTIAL DEPTH | | | 0015 3210.10 27434.300 SY | 4.32000 118516.18| | DIAMOND GRINDING AND TEXTURING CONCRETE | | | PAVEMENT | | | 0016 3211.25 607.000 LF | 3.70000 2245.90| | SEALING CRACKS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : N09 -8 TABULATION OF BIDS CALL ORDER : N09 CONTRACT ID : 2903B COUNTIES : DOUGLAS LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 2364 |( ) |( ) |TAB CONST. (DBA)/TAB HOLDIN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 3211.30 45539.000 LF | 1.10000 50092.90| | SEALING JOINTS | | | 0018 3221.05 58.100 SY | 101.00000 5868.10| | CONCRETE PAVEMENT, CLASS PR-3625 JOINT | | | REPAIR | | | 0019 3300.50 2.070 LS | 4000.00000 4000.00| | PORTLAND CEMENT CONCRETE SMOOTHNESS | | | TESTING | | | 0020 6004.50 446.600 LF | 133.20000 59487.12| | EXPANSION JOINT | | | 0021 6030.00 1.000 EACH| 9203.00000 9203.00| | PREPARATION OF BRIDGE AT STA. 732+08.45 | | | 0022 6030.01 1.000 EACH| 9203.00000 9203.00| | PREPARATION OF BRIDGE AT STA. 740+67.00 | | | 0023 7502.14 13500.000 LF | 3.00000 40500.00| | 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4, GROOVED | | | 0024 7503.14 10560.000 LF | 3.00000 31680.00| | 4" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4, GROOVED | | | SECTION TOTALS | $ 427,888.82| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 427,888.82| $ 0.00| $ ====================================================================================================================================
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