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Last Updated:
03/14/2003
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March 13, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : 2
VENDOR RANKING
CALL ORDER : N11 CONTRACT ID : 3610X COUNTIES : DIXON
LETTING DATE : 03/13/03 DISTRICT : 3
CONTRACT DESCRIPTION : PROJECT(S) : S-S26E(1002)
ON S-26E, PONCA SPUR.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0875 BROWER CONSTRUCTION CO. $ 467,100.83 100.0000%
2 0086 HENNINGSEN CONST., INC. $ 523,819.09 112.1426%
3 0477 WESTERN ENGINEERING COMPANY, INC. $ 568,654.25 121.7412%
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : N11 -3
TABULATION OF BIDS
CALL ORDER : N11 CONTRACT ID : 3610X COUNTIES : DIXON
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 1 ) 0875 |( 2 ) 0086 |( 3 ) 0477
|BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 0030.10 LUMP| 8808.00000 8808.00| 7480.00000 7480.00| 9000.00000 9000.00
MOBILIZATION | | |
0002 1009.00 LUMP| 500.00000 500.00| 1980.00000 1980.00| 500.00000 500.00
GENERAL CLEARING AND GRUBBING | | |
0003 1010.01 78413.000 CY | 1.07000 83901.91| 1.18000 92527.34| 1.10000 86254.30
EXCAVATION (ESTABLISHED QUANTITY) | | |
0004 1011.00 350.000 MGAL| 2.00000 700.00| 11.00000 3850.00| 2.00000 700.00
WATER | | |
0005 1012.00 20.000 EACH| 60.00000 1200.00| 66.00000 1320.00| 62.00000 1240.00
RIGHT-OF-WAY MARKERS | | |
0006 1102.00 10944.000 SY | 1.25000 13680.00| 2.20000 24076.80| 1.30000 14227.20
REMOVE ASPHALT SURFACE | | |
0007 1106.00 138.000 SY | 2.00000 276.00| 3.85000 531.30| 2.00000 276.00
REMOVE DRIVEWAY | | |
0008 1124.00 1.000 EACH| 100.00000 100.00| 55.00000 55.00| 500.00000 500.00
REMOVE BUILDING AT STA. 1080+55 | | |
0009 1124.01 1.000 EACH| 1500.00000 1500.00| 55.00000 55.00| 1500.00000 1500.00
REMOVE BUILDING AT STA. 1081+45 | | |
0010 1124.02 1.000 EACH| 250.00000 250.00| 55.00000 55.00| 500.00000 500.00
REMOVE BUILDING AT STA. 1082+05 | | |
0011 1124.03 1.000 EACH| 1000.00000 1000.00| 55.00000 55.00| 1000.00000 1000.00
REMOVE BUILDING AT STA. 1082+50 | | |
0012 1125.00 1.000 EACH| 2000.00000 2000.00| 3300.00000 3300.00| 2000.00000 2000.00
CLEAR TRACT AT STA. 1080+30 TO 1083+00 | | |
RT. | | |
0013 1701.24 253.000 LF | 11.85000 2998.05| 17.60000 4452.80| 12.00000 3036.00
24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | |
6,7 OR 8 | | |
0014 1701.36 59.000 LF | 19.05000 1123.95| 28.60000 1687.40| 20.00000 1180.00
36" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | |
6,7 OR 8 | | |
0015 4050.01 198.000 CY | 6.00000 1188.00| 5.50000 1089.00| 6.00000 1188.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0016 4310.24 2.000 EACH| 129.00000 258.00| 220.00000 440.00| 130.00000 260.00
24" FLARED-END SECTION | | |
0017 L006.00 9.000 ACRE| 70.70000 636.30| 77.00000 693.00| 110.00000 990.00
COVER CROP SEEDING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : N11 -4
TABULATION OF BIDS
CALL ORDER : N11 CONTRACT ID : 3610X COUNTIES : DIXON
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 1 ) 0875 |( 2 ) 0086 |( 3 ) 0477
|BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 L006.50 2.700 ACRE| 3030.00000 8181.00| 3300.00000 8910.00| 1500.00000 4050.00
TEMPORARY SEEDING | | |
0019 L020.08 3639.000 SY | 4.95000 18013.05| 5.39000 19614.21| 4.30000 15647.70
EROSION CONTROL, TYPE AA | | |
0020 L020.09 1646.000 SY | 12.12000 19949.52| 13.20000 21727.20| 10.00000 16460.00
EROSION CONTROL, TYPE AAA | | |
0021 L020.10 1467.000 SY | 1.67000 2449.89| 1.82000 2669.94| 1.85000 2713.95
EROSION CONTROL, TYPE HV | | |
0022 L021.06 40.000 BALE| 15.15000 606.00| 16.50000 660.00| 14.00000 560.00
EROSION CHECKS, TYPE HV | | |
0023 L021.21 205.000 BALE| 15.15000 3105.75| 16.50000 3382.50| 21.00000 4305.00
EROSION CHECKS, TYPE AA | | |
0024 L021.22 85.000 BALE| 16.67000 1416.95| 18.15000 1542.75| 51.00000 4335.00
EROSION CHECKS, TYPE AAA | | |
0025 L022.11 1132.000 LF | 2.02000 2286.64| 2.20000 2490.40| 2.80000 3169.60
FABRIC SILT FENCE-LOW POROSITY | | |
0026 L022.12 96.000 LF | 2.28000 218.88| 2.48000 238.08| 3.70000 355.20
FABRIC SILT FENCE-HIGH POROSITY | | |
0027 L022.75 780.000 LF | 7.07000 5514.60| 7.70000 6006.00| 15.00000 11700.00
TEMPORARY SILT CHECK | | |
0028 P070.24 188.000 LF | 12.30000 2312.40| 18.70000 3515.60| 13.00000 2444.00
24" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | | |
0029 P402.24 115.000 LF | 12.30000 1414.50| 19.80000 2277.00| 13.00000 1495.00
24" CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
SECTION TOTALS | $ 185,589.39| $ 216,681.32| $ 191,586.95
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERT
| | |
0030 0030.40 LUMP| 1018.00000 1018.00| 550.00000 550.00| 1500.00000 1500.00
MOBILIZATION | | |
0031 4035.00 4.000 EACH| 25.00000 100.00| 71.50000 286.00| 25.00000 100.00
REMOVE FLARED-END SECTION | | |
0032 4050.01 286.000 CY | 6.00000 1716.00| 3.85000 1101.10| 6.00000 1716.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0033 4310.24 4.000 EACH| 129.00000 516.00| 165.00000 660.00| 130.00000 520.00
24" FLARED-END SECTION | | |
0034 P150.24 126.000 LF | 18.65000 2349.90| 31.41000 3957.66| 19.00000 2394.00
24" CULVERT PIPE, TYPE 5 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : N11 -5
TABULATION OF BIDS
CALL ORDER : N11 CONTRACT ID : 3610X COUNTIES : DIXON
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 1 ) 0875 |( 2 ) 0086 |( 3 ) 0477
|BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 P300.24 97.000 LF | 13.30000 1290.10| 29.15000 2827.55| 14.00000 1358.00
24" CULVERT PIPE, TYPE 3,4 OR 5 | | |
SECTION TOTALS | $ 6,990.00| $ 9,382.31| $ 7,588.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A WATER MAIN
| | |
0036 0030.40 LUMP| 707.00000 707.00| 550.00000 550.00| 1000.00000 1000.00
MOBILIZATION | | |
0037 W176.70 1.000 EACH| 262.60000 262.60| 313.50000 313.50| 300.00000 300.00
WATER SERVICE CONNECTION 1" | | |
0038 W176.71 1.000 EACH| 393.90000 393.90| 404.80000 404.80| 375.00000 375.00
WATER SERVICE CONNECTION 2" | | |
0039 W200.04 344.000 LB | 2.18000 749.92| 3.89000 1338.16| 3.70000 1272.80
DUCTILE IRON FITTINGS, M.J. | | |
0040 W205.08 1750.000 LF | 13.08000 22890.00| 16.30000 28525.00| 15.00000 26250.00
8" WATER MAIN PIPE | | |
0041 W210.00 1.000 EACH| 2080.60000 2080.60| 2733.50000 2733.50| 2500.00000 2500.00
AIR AND VACUUM RELIEF MANHOLE | | |
0042 W219.68 4.000 EACH| 611.05000 2444.20| 654.50000 2618.00| 600.00000 2400.00
8" GATE VALVE AND BOX | | |
0043 W724.75 2.000 EACH| 606.00000 1212.00| 412.50000 825.00| 400.00000 800.00
CONNECT TO WATER MAIN 8" | | |
SECTION TOTALS | $ 30,740.22| $ 37,307.96| $ 34,897.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 5 SEEDING
| | |
0044 0030.50 LUMP| 100.00000 100.00| 550.00000 550.00| 500.00000 500.00
MOBILIZATION | | |
0045 L001.01 7.000 ACRE| 500.00000 3500.00| 544.50000 3811.50| 560.00000 3920.00
SEEDING, TYPE A | | |
0046 L001.02 2.000 ACRE| 373.70000 747.40| 407.00000 814.00| 450.00000 900.00
SEEDING, TYPE B | | |
0047 L032.75 20.000 TON | 65.65000 1313.00| 71.50000 1430.00| 75.00000 1500.00
MULCH | | |
SECTION TOTALS | $ 5,660.40| $ 6,605.50| $ 6,820.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 9 BITUMINOUS
| | |
0048 0002.30 750.000 LF | 0.75000 562.50| 0.79000 592.50| 0.75000 562.50
PAVEMENT MARKING REMOVAL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : N11 -6
TABULATION OF BIDS
CALL ORDER : N11 CONTRACT ID : 3610X COUNTIES : DIXON
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 1 ) 0875 |( 2 ) 0086 |( 3 ) 0477
|BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0049 0002.39 2000.000 LF | 1.00000 2000.00| 1.31000 2620.00| 1.25000 2500.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0050 0002.47 700.000 LF | 1.00000 700.00| 0.83000 581.00| 0.75000 525.00
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0051 0002.55 33.650 STA | 16.00000 538.40| 8.40000 282.66| 8.00000 269.20
OVERLAY BROKEN LINES | | |
0052 0002.60 67.300 STA | 16.00000 1076.80| 8.40000 565.32| 8.00000 538.40
OVERLAY SOLID LINES | | |
0053 0030.90 LUMP| 10000.00000 10000.00| 3000.00000 3000.00| 33000.00000 33000.00
MOBILIZATION | | |
0054 1020.03 28.000 EACH| 20.00000 560.00| 15.75000 441.00| 15.00000 420.00
DELINEATOR, TYPE III | | |
0055 1020.20 8.000 EACH| 25.00000 200.00| 23.10000 184.80| 22.00000 176.00
INSTALL CHEVRONS | | |
0056 2001.00 620.000 CY | 13.80000 8556.00| 16.00000 9920.00| 17.00000 10540.00
GRAVEL SURFACE COURSE | | |
0057 2009.10 21.782 STA | 210.96000 4595.13| 84.00000 1829.69| 100.00000 2178.20
GRAVEL EMBEDMENT | | |
0058 2020.00 182.000 SY | 6.00000 1092.00| 5.00000 910.00| 4.00000 728.00
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0059 2021.00 3.000 EACH| 100.00000 300.00| 63.00000 189.00| 60.00000 180.00
MAILBOX POST | | |
0060 7490.03 2900.000 LF | 2.05000 5945.00| 2.05000 5945.00| 2.00000 5800.00
4" YELLOW THERMOPLASTIC | | |
0061 7490.04 6800.000 LF | 2.05000 13940.00| 2.05000 13940.00| 2.00000 13600.00
4" WHITE THERMOPLASTIC | | |
0062 9005.30 4080.000 TON | 22.36000 91228.80| 29.18000 119054.40| 37.50000 153000.00
ASPHALTIC CONCRETE, TYPE SP2(0.5) | | |
0063 9009.00 512.000 SY | 3.15000 1612.80| 1.93000 988.16| 5.00000 2560.00
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0064 9021.02 220.320 TON | 255.37000 56263.12| 247.80000 54595.30| 245.00000 53978.40
PERFORMANCE GRADED BINDER (70-22) | | |
0065 9034.00 512.000 SY | 2.00000 1024.00| 2.00000 1024.00| 4.00000 2048.00
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0066 9053.00 1060.000 GAL | 0.42000 445.20| 0.90000 954.00| 1.20000 1272.00
TACK COAT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/13/03
PAGE : N11 -7
TABULATION OF BIDS
CALL ORDER : N11 CONTRACT ID : 3610X COUNTIES : DIXON
LETTING DATE : 03/13/03 1:30 PM DISTRICT : 3
====================================================================================================================================
|( 1 ) 0875 |( 2 ) 0086 |( 3 ) 0477
|BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY, IN
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0067 9111.00 49.000 MGAL| 10.00000 490.00| 5.00000 245.00| 10.00000 490.00
WATER | | |
0068 9170.00 67.309 STA | 102.59000 6905.23| 100.00000 6730.90| 200.00000 13461.80
EARTH SHOULDER CONSTRUCTION | | |
0069 9173.00 32.045 STA | 241.78000 7747.84| 250.00000 8011.25| 400.00000 12818.00
SUBGRADE PREPARATION | | |
0070 9300.52 0.638 LS | 3500.00000 3500.00| 1000.00000 1000.00| 1000.00000 1000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | |
SECTION TOTALS | $ 219,282.82| $ 233,603.98| $ 311,645.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0071 0001.08 982.000 BDAY| 0.50000 491.00| 0.50000 491.00| 0.50000 491.00
BARRICADE, TYPE II | | |
0072 0001.10 528.000 BDAY| 2.00000 1056.00| 3.15000 1663.20| 1.00000 528.00
BARRICADE, TYPE III | | |
0073 0001.75 10.000 EACH| 4.00000 40.00| 10.50000 105.00| 10.00000 100.00
TEMPORARY SIGN DAY | | |
0074 0001.90 1558.000 EACH| 0.50000 779.00| 0.79000 1230.82| 1.50000 2337.00
SIGN DAY | | |
0075 0001.99 260.000 EACH| 2.00000 520.00| 1.05000 273.00| 1.00000 260.00
CONTRACTOR FURNISHED SIGN DAY | | |
0076 0003.10 20.000 DAY | 220.00000 4400.00| 225.00000 4500.00| 200.00000 4000.00
FLAGGING | | |
0077 0010.04 1.000 EACH| 2200.00000 2200.00| 2500.00000 2500.00| 1400.00000 1400.00
FIELD OFFICE | | |
0078 0030.10 LUMP| 5827.00000 5827.00| 6250.00000 6250.00| 4000.00000 4000.00
MOBILIZATION | | |
0079 9110.01 15.000 HOUR| 65.00000 975.00| 45.00000 675.00| 65.00000 975.00
RENTAL OF LOADER, FULLY OPERATED | | |
0080 9110.03 15.000 HOUR| 65.00000 975.00| 80.00000 1200.00| 45.00000 675.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0081 9110.06 15.000 HOUR| 55.00000 825.00| 45.00000 675.00| 55.00000 825.00
RENTAL OF BACKHOE, FULLY OPERATED | | |
0082 9110.07 15.000 HOUR| 50.00000 750.00| 45.00000 675.00| 35.00000 525.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 18,838.00| $ 20,238.02| $ 16,116.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 467,100.83| $ 523,819.09| $ 568,654.25
====================================================================================================================================
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