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NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F09 CONTRACT ID : 4216X COUNTIES : NANCE
LETTING DATE : 10/10/02 DISTRICT : 4
CONTRACT DESCRIPTION : PROJECT(S) : STPP-22-5(114)
ON N-22 NORTHEAST OF FULLERTON.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 1613 M. E. COLLINS CONTRACTING COMPANY, INC. $ 180,342.60 100.0000%
2 1242 GARCIA-CHICOINE ENTERPRISES, INC. $ 197,259.65 109.3805%
3 1742 HERBST CONSTRUCTION, INC. $ 206,378.55 114.4369%
4 1730 WILKE CONTRACTING CORPORATION $ 227,028.75 125.8875%
5 0013 THE DIAMOND ENGINEERING COMPANY $ 234,618.95 130.0962%
6 0462 L. J. WEBB CONTRACTOR, INC. $ 272,202.50 150.9363%
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F09 -3
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 4216X COUNTIES : NANCE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 4
====================================================================================================================================
|( 1 ) 1613 |( 2 ) 1242 |( 3 ) 1742
|COLLINS CONTRACTING COMPANY |GARCIA-CHICOINE ENTERPRISES |HERBST CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 6 BRIDGE AT STA. 1013+75 1-19'6" & 2-16'3" SPANS CONCRETE SLAB BRIDGE-CONTINUOUS TYPE
| | |
0001 0030.60 LUMP| 2000.00000 2000.00| 600.00000 600.00| 1750.00000 1750.00
MOBILIZATION | | |
0002 6010.26 13.300 CY | 321.00000 4269.30| 450.00000 5985.00| 680.00000 9044.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0003 6020.00 1445.000 LB | 0.60000 867.00| 1.10000 1589.50| 1.25000 1806.25
REINFORCING STEEL FOR BRIDGE | | |
0004 6030.00 1.000 EACH| 3990.00000 3990.00| 3000.00000 3000.00| 5000.00000 5000.00
PREPARATION OF BRIDGE AT STA. 1013+75 | | |
SECTION TOTALS | $ 11,126.30| $ 11,174.50| $ 17,600.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6A BRIDGE AT STA. 1230+00 1-65' & 2-40' SPANS CONCRETE GIRDER BRIDGE
| | |
0005 0030.60 LUMP| 2000.00000 2000.00| 1800.00000 1800.00| 3000.00000 3000.00
MOBILIZATION | | |
0006 6010.26 43.600 CY | 321.00000 13995.60| 450.00000 19620.00| 550.00000 23980.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0007 6020.00 4605.000 LB | 0.60000 2763.00| 1.10000 5065.50| 1.25000 5756.25
REINFORCING STEEL FOR BRIDGE | | |
0008 6030.01 1.000 EACH| 7980.00000 7980.00| 7000.00000 7000.00| 6000.00000 6000.00
PREPARATION OF BRIDGE AT STA. 1230+00 | | |
SECTION TOTALS | $ 26,738.60| $ 33,485.50| $ 38,736.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 6B BRIDGE AT STA. 1364+42 1-74' SPAN PRESTRESSED CONCRETE GIRDER BRIDGE
| | |
0009 0030.60 LUMP| 2000.00000 2000.00| 1200.00000 1200.00| 2500.00000 2500.00
MOBILIZATION | | |
0010 6010.26 28.200 CY | 321.00000 9052.20| 450.00000 12690.00| 600.00000 16920.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0011 6020.00 3685.000 LB | 0.60000 2211.00| 1.10000 4053.50| 1.25000 4606.25
REINFORCING STEEL FOR BRIDGE | | |
0012 6030.02 1.000 EACH| 8780.00000 8780.00| 5400.00000 5400.00| 5500.00000 5500.00
PREPARATION OF BRIDGE AT STA. 1364+42 | | |
SECTION TOTALS | $ 22,043.20| $ 23,343.50| $ 29,526.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 7 GUARDRAIL
| | |
0013 L020.00 3032.000 SY | 1.93000 5851.76| 2.90000 8792.80| 2.20000 6670.40
EROSION CONTROL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F09 -4
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 4216X COUNTIES : NANCE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 4
====================================================================================================================================
|( 1 ) 1613 |( 2 ) 1242 |( 3 ) 1742
|COLLINS CONTRACTING COMPANY |GARCIA-CHICOINE ENTERPRISES |HERBST CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0014 0030.70 LUMP| 4100.00000 4100.00| 4000.00000 4000.00| 2500.00000 2500.00
MOBILIZATION | | |
0015 1009.00 LUMP| 3990.00000 3990.00| 3000.00000 3000.00| 800.00000 800.00
GENERAL CLEARING AND GRUBBING | | |
0016 1033.00 11.160 STA | 1500.00000 16740.00| 1800.00000 20088.00| 1750.00000 19530.00
ROADWAY GRADING | | |
0017 7011.20 287.500 LF | 11.97000 3441.38| 11.78000 3386.75| 12.00000 3450.00
W-BEAM GUARDRAIL | | |
0018 7017.00 750.000 LF | 1.83000 1372.50| 1.80000 1350.00| 2.00000 1500.00
REMOVE GUARDRAIL | | |
0019 7020.00 12.000 EACH| 2616.20000 31394.40| 2575.00000 30900.00| 2575.00000 30900.00
BRIDGE APPROACH SECTIONS | | |
0020 7024.27 12.000 EACH| 1517.90000 18214.80| 1494.00000 17928.00| 1500.00000 18000.00
GUARDRAIL END TREATMENT, TYPE II | | |
0021 9188.50 491.000 SY | 26.00000 12766.00| 30.00000 14730.00| 30.00000 14730.00
SURFACING UNDER GUARDRAIL | | |
SECTION TOTALS | $ 97,870.84| $ 104,175.55| $ 98,080.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0022 0001.08 3326.000 BDAY| 0.50000 1663.00| 0.50000 1663.00| 0.50000 1663.00
BARRICADE, TYPE II | | |
0023 0001.10 1068.000 BDAY| 1.22000 1302.96| 2.00000 2136.00| 1.20000 1281.60
BARRICADE, TYPE III | | |
0024 0001.90 1424.000 EACH| 0.50000 712.00| 0.90000 1281.60| 0.45000 640.80
SIGN DAY | | |
0025 0002.30 9395.000 LF | 0.00000 0.00| 0.00000 0.00| 0.00000 0.00
PAVEMENT MARKING REMOVAL | | |
0026 0002.39 10625.000 LF | 0.00000 0.00| 0.00000 0.00| 0.00000 0.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0027 0002.47 3000.000 LF | 0.00000 0.00| 0.00000 0.00| 0.00000 0.00
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0028 0003.10 90.000 DAY | 189.60000 17064.00| 200.00000 18000.00| 185.00000 16650.00
FLAGGING | | |
0029 0030.00 LUMP| 1821.70000 1821.70| 2000.00000 2000.00| 2200.00000 2200.00
MOBILIZATION | | |
SECTION TOTALS | $ 22,563.66| $ 25,080.60| $ 22,435.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 180,342.60| $ 197,259.65| $ 206,378.55
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F09 -5
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 4216X COUNTIES : NANCE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 4
====================================================================================================================================
|( 4 ) 1730 |( 5 ) 0013 |( 6 ) 0462
|WILKE CONTRACTING CORPORATI |DIAMOND ENGINEERING COMPANY |WEBB CONTRACTOR, INC./L. J.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 6 BRIDGE AT STA. 1013+75 1-19'6" & 2-16'3" SPANS CONCRETE SLAB BRIDGE-CONTINUOUS TYPE
| | |
0001 0030.60 LUMP| 1500.00000 1500.00| 2950.00000 2950.00| 5000.00000 5000.00
MOBILIZATION | | |
0002 6010.26 13.300 CY | 650.00000 8645.00| 747.00000 9935.10| 700.00000 9310.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0003 6020.00 1445.000 LB | 1.00000 1445.00| 0.77000 1112.65| 1.25000 1806.25
REINFORCING STEEL FOR BRIDGE | | |
0004 6030.00 1.000 EACH| 2400.00000 2400.00| 6150.00000 6150.00| 9000.00000 9000.00
PREPARATION OF BRIDGE AT STA. 1013+75 | | |
SECTION TOTALS | $ 13,990.00| $ 20,147.75| $ 25,116.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 6A BRIDGE AT STA. 1230+00 1-65' & 2-40' SPANS CONCRETE GIRDER BRIDGE
| | |
0005 0030.60 LUMP| 1500.00000 1500.00| 2950.00000 2950.00| 5000.00000 5000.00
MOBILIZATION | | |
0006 6010.26 43.600 CY | 620.00000 27032.00| 678.00000 29560.80| 700.00000 30520.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0007 6020.00 4605.000 LB | 1.00000 4605.00| 0.78000 3591.90| 1.25000 5756.25
REINFORCING STEEL FOR BRIDGE | | |
0008 6030.01 1.000 EACH| 3600.00000 3600.00| 12025.00000 12025.00| 16000.00000 16000.00
PREPARATION OF BRIDGE AT STA. 1230+00 | | |
SECTION TOTALS | $ 36,737.00| $ 48,127.70| $ 57,276.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 6B BRIDGE AT STA. 1364+42 1-74' SPAN PRESTRESSED CONCRETE GIRDER BRIDGE
| | |
0009 0030.60 LUMP| 1500.00000 1500.00| 2950.00000 2950.00| 5000.00000 5000.00
MOBILIZATION | | |
0010 6010.26 28.200 CY | 650.00000 18330.00| 683.00000 19260.60| 700.00000 19740.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0011 6020.00 3685.000 LB | 1.00000 3685.00| 0.78000 2874.30| 1.25000 4606.25
REINFORCING STEEL FOR BRIDGE | | |
0012 6030.02 1.000 EACH| 2800.00000 2800.00| 9475.00000 9475.00| 11000.00000 11000.00
PREPARATION OF BRIDGE AT STA. 1364+42 | | |
SECTION TOTALS | $ 26,315.00| $ 34,559.90| $ 40,346.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 7 GUARDRAIL
| | |
0013 L020.00 3032.000 SY | 1.80000 5457.60| 2.25000 6822.00| 1.80000 5457.60
EROSION CONTROL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F09 -6
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 4216X COUNTIES : NANCE
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 4
====================================================================================================================================
|( 4 ) 1730 |( 5 ) 0013 |( 6 ) 0462
|WILKE CONTRACTING CORPORATI |DIAMOND ENGINEERING COMPANY |WEBB CONTRACTOR, INC./L. J.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0014 0030.70 LUMP| 3500.00000 3500.00| 1000.00000 1000.00| 10320.00000 10320.00
MOBILIZATION | | |
0015 1009.00 LUMP| 3500.00000 3500.00| 2500.00000 2500.00| 6000.00000 6000.00
GENERAL CLEARING AND GRUBBING | | |
0016 1033.00 11.160 STA | 3150.00000 35154.00| 1675.00000 18693.00| 2100.00000 23436.00
ROADWAY GRADING | | |
0017 7011.20 287.500 LF | 11.78000 3386.75| 11.78000 3386.75| 11.78000 3386.75
W-BEAM GUARDRAIL | | |
0018 7017.00 750.000 LF | 2.00000 1500.00| 1.80000 1350.00| 1.80000 1350.00
REMOVE GUARDRAIL | | |
0019 7020.00 12.000 EACH| 2575.00000 30900.00| 2575.00000 30900.00| 2575.00000 30900.00
BRIDGE APPROACH SECTIONS | | |
0020 7024.27 12.000 EACH| 1494.00000 17928.00| 1494.00000 17928.00| 1494.00000 17928.00
GUARDRAIL END TREATMENT, TYPE II | | |
0021 9188.50 491.000 SY | 40.00000 19640.00| 44.65000 21923.15| 50.00000 24550.00
SURFACING UNDER GUARDRAIL | | |
SECTION TOTALS | $ 120,966.35| $ 104,502.90| $ 123,328.35
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0022 0001.08 3326.000 BDAY| 0.50000 1663.00| 0.50000 1663.00| 0.50000 1663.00
BARRICADE, TYPE II | | |
0023 0001.10 1068.000 BDAY| 2.25000 2403.00| 3.50000 3738.00| 1.20000 1281.60
BARRICADE, TYPE III | | |
0024 0001.90 1424.000 EACH| 0.60000 854.40| 0.90000 1281.60| 0.45000 640.80
SIGN DAY | | |
0025 0002.30 9395.000 LF | 0.00000 0.00| 0.00000 0.00| 0.00000 0.00
PAVEMENT MARKING REMOVAL | | |
0026 0002.39 10625.000 LF | 0.00000 0.00| 0.00000 0.00| 0.00000 0.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0027 0002.47 3000.000 LF | 0.00000 0.00| 0.00000 0.00| 0.00000 0.00
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0028 0003.10 90.000 DAY | 240.00000 21600.00| 177.62000 15985.80| 195.00000 17550.00
FLAGGING | | |
0029 0030.00 LUMP| 2500.00000 2500.00| 4612.30000 4612.30| 5000.00000 5000.00
MOBILIZATION | | |
SECTION TOTALS | $ 29,020.40| $ 27,280.70| $ 26,135.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 227,028.75| $ 234,618.95| $ 272,202.50
====================================================================================================================================
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