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Last Updated:
10/11/2002
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October 10, 2002
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F03 CONTRACT ID : 27201 COUNTIES : SARPY
LETTING DATE : 10/10/02 DISTRICT : 2
CONTRACT DESCRIPTION : PROJECT(S) : BRO-TMT-7077(52)
ANGUS STREET RAILROAD BRIDGE IN GRETNA.
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VENDOR NO. BID NOTES
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0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN
0137 THIS LETTING IS LIMITED TO 1.
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TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0103 CHAS. VRANA & SON CONSTRUCTION CO. $ 764,280.93 100.0000%
2 0880 CHRISTENSEN BROS., INC. $ 852,309.12 111.5178%
3 2817 MCC, L.L.C. $ 863,965.40 113.0429%
4 0774 DIXON CONSTRUCTION CO. $ 918,660.07 120.1993%
5 1276 KIEWIT WESTERN CO. $ 987,288.33 129.1787%
6 0137 JUDDS BROS. CONSTRUCTION CO. $ 1,073,313.52 140.4344%
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F03 -3
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 27201 COUNTIES : SARPY
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 2
====================================================================================================================================
|( 1 ) 0103 |( 2 ) 0880 |( 3 ) 2817
|VRANA & SON CONSTRUCTION CO |CHRISTENSEN BROS., INC. |MCC, L.L.C.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 0.770 ha | 330.00000 254.10| 500.00000 385.00| 300.00000 231.00
COVER CROP SEEDING | | |
0002 L020.00 627.800 m2 | 2.00000 1255.60| 1.60000 1004.48| 2.00000 1255.60
EROSION CONTROL | | |
0003 L022.11 13.700 m | 9.50000 130.15| 6.20000 84.94| 8.50000 116.45
FABRIC SILT FENCE-LOW POROSITY | | |
0004 L022.12 423.800 m | 8.00000 3390.40| 10.50000 4449.90| 7.45000 3157.31
FABRIC SILT FENCE-HIGH POROSITY | | |
0005 0030.10 LUMP| 11400.00000 11400.00| 6000.00000 6000.00| 5800.00000 5800.00
MOBILIZATION | | |
0006 1000.00 7.000 EACH| 450.00000 3150.00| 390.00000 2730.00| 380.00000 2660.00
LARGE TREE REMOVAL | | |
0007 1009.00 LUMP| 13000.00000 13000.00| 5100.00000 5100.00| 5000.00000 5000.00
GENERAL CLEARING AND GRUBBING | | |
0008 1011.00 276.000 kL | 2.20000 607.20| 2.10000 579.60| 2.00000 552.00
WATER | | |
0009 1030.00 3805.000 m3 | 7.20000 27396.00| 7.00000 26635.00| 7.00000 26635.00
EARTHWORK MEASURED IN EMBANKMENT | | |
0010 1041.00 7700.000 m2 | 0.60000 4620.00| 0.52000 4004.00| 0.50000 3850.00
SALVAGING AND PLACING TOPSOIL | | |
0011 1101.00 1195.800 m2 | 5.00000 5979.00| 4.60000 5500.68| 4.50000 5381.10
REMOVE PAVEMENT | | |
0012 1101.25 39.700 m | 8.20000 325.54| 8.20000 325.54| 8.20000 325.54
SAWING PAVEMENT | | |
0013 1102.00 879.100 m2 | 4.50000 3955.95| 4.10000 3604.31| 4.00000 3516.40
REMOVE ASPHALT SURFACE | | |
0014 1106.00 210.700 m2 | 5.00000 1053.50| 4.60000 969.22| 4.50000 948.15
REMOVE DRIVEWAY | | |
0015 1107.00 148.200 m2 | 5.00000 741.00| 4.60000 681.72| 4.50000 666.90
REMOVE WALK | | |
0016 1116.00 3.000 EACH| 25.00000 75.00| 22.00000 66.00| 20.00000 60.00
REMOVE GUARD POST | | |
0017 1121.00 1.000 EACH| 140.00000 140.00| 105.00000 105.00| 100.00000 100.00
REMOVE CONCRETE FLUME | | |
0018 1136.01 1.000 EACH| 3000.00000 3000.00| 100.00000 100.00| 200.00000 200.00
REMOVE FIRE HYDRANT | | |
0019 4102.11 35.660 m3 | 520.00000 18543.20| 500.00000 17830.00| 493.00000 17580.38
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
RETAINING WALL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F03 -4
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 27201 COUNTIES : SARPY
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 2
====================================================================================================================================
|( 1 ) 0103 |( 2 ) 0880 |( 3 ) 2817
|VRANA & SON CONSTRUCTION CO |CHRISTENSEN BROS., INC. |MCC, L.L.C.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 4152.00 2150.000 kg | 1.25000 2687.50| 1.20000 2580.00| 1.50000 3225.00
REINFORCING STEEL FOR RETAINING WALL | | |
0021 9110.01 10.000 HOUR| 110.00000 1100.00| 90.00000 900.00| 90.00000 900.00
RENTAL OF LOADER, FULLY OPERATED | | |
0022 9110.03 10.000 HOUR| 60.00000 600.00| 55.00000 550.00| 55.00000 550.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0023 9110.07 10.000 HOUR| 80.00000 800.00| 65.00000 650.00| 65.00000 650.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 104,204.14| $ 84,835.39| $ 83,360.83
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0024 L001.01 0.620 ha | 3200.00000 1984.00| 2100.00000 1302.00| 3100.00000 1922.00
SEEDING, TYPE A | | |
0025 L001.02 0.150 ha | 3600.00000 540.00| 1500.00000 225.00| 3600.00000 540.00
SEEDING, TYPE B | | |
0026 L010.00 247.400 m2 | 5.50000 1360.70| 7.20000 1781.28| 4.75000 1175.15
SODDING | | |
0027 L032.75 2.800 Mg | 100.00000 280.00| 105.00000 294.00| 90.00000 252.00
MULCH | | |
0028 L032.80 0.400 Mg | 500.00000 200.00| 950.00000 380.00| 450.00000 180.00
HYDROMULCH | | |
0029 W600.03 1.000 EACH| 120.00000 120.00| 130.00000 130.00| 150.00000 150.00
ADJUST VALVE BOX TO GRADE | | |
0030 0002.76 1172.000 m | 0.75000 879.00| 0.75000 879.00| 0.70000 820.40
PERMANENT PAVEMENT MARKING PAINT | | |
0031 0030.30 LUMP| 5000.00000 5000.00| 7000.00000 7000.00| 3760.00000 3760.00
MOBILIZATION | | |
0032 2010.03 63.000 Mg | 22.00000 1386.00| 25.00000 1575.00| 25.00000 1575.00
CRUSHED ROCK SURFACE COURSE | | |
0033 2021.00 1.000 EACH| 95.00000 95.00| 90.00000 90.00| 90.00000 90.00
MAILBOX POST | | |
0034 3008.05 19.000 EACH| 3.90000 74.10| 5.50000 104.50| 6.60000 125.40
TIE BARS | | |
0035 3014.10 92.300 m | 51.00000 4707.30| 39.00000 3599.70| 46.84000 4323.33
COMBINATION CONCRETE CLASS 47B-20 CURB | | |
AND GUTTER | | |
0036 3016.21 348.500 m2 | 27.10000 9444.35| 28.00000 9758.00| 25.51000 8890.24
CONCRETE CLASS 47B-20 SIDEWALKS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F03 -5
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 27201 COUNTIES : SARPY
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 2
====================================================================================================================================
|( 1 ) 0103 |( 2 ) 0880 |( 3 ) 2817
|VRANA & SON CONSTRUCTION CO |CHRISTENSEN BROS., INC. |MCC, L.L.C.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0037 3020.26 218.400 m2 | 27.50000 6006.00| 36.00000 7862.40| 32.49000 7095.82
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0038 3020.30 77.000 m2 | 29.30000 2256.10| 37.00000 2849.00| 34.44000 2651.88
CONCRETE CLASS 47B-25 DRIVEWAY 175 mm | | |
0039 3075.12 489.900 m2 | 25.60000 12541.44| 33.00000 16166.70| 36.31000 17788.27
155 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0040 3075.42 728.500 m2 | 29.90000 21782.15| 41.50000 30232.75| 39.22000 28571.77
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0041 4015.00 3.000 EACH| 140.00000 420.00| 200.00000 600.00| 408.00000 1224.00
ADJUST MANHOLE TO GRADE | | |
0042 4024.59 1.000 EACH| 540.00000 540.00| 900.00000 900.00| 1117.00000 1117.00
CONCRETE FLUME | | |
0043 9005.35 420.000 Mg | 40.00000 16800.00| 36.00000 15120.00| 35.85000 15057.00
ASPHALTIC CONCRETE, TYPE SP3(12.5) | | |
0044 9021.01 22.680 Mg | 210.00000 4762.80| 190.00000 4309.20| 185.47000 4206.46
PERFORMANCE GRADED BINDER (64-22) | | |
0045 9053.00 540.000 L | 1.00000 540.00| 0.41000 221.40| 0.40000 216.00
TACK COAT | | |
0046 9111.00 839.000 kL | 1.70000 1426.30| 3.00000 2517.00| 2.00000 1678.00
WATER | | |
0047 9170.00 1.967 StaM| 1300.00000 2557.10| 1250.00000 2458.75| 1200.00000 2360.40
EARTH SHOULDER CONSTRUCTION | | |
0048 9173.20 2570.000 m2 | 2.00000 5140.00| 2.75000 7067.50| 3.10000 7967.00
SUBGRADE PREPARATION | | |
0049 9179.34 232.000 m2 | 1.00000 232.00| 8.00000 1856.00| 7.75000 1798.00
COLD MILLING, CLASS 4 | | |
SECTION TOTALS | $ 101,074.34| $ 119,279.18| $ 115,535.12
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0050 W176.12 31.000 m | 125.00000 3875.00| 73.00000 2263.00| 72.10000 2235.10
50 mm COPPER WATER SERVICE | | |
0051 W180.66 1.000 EACH| 3500.00000 3500.00| 3600.00000 3600.00| 3520.00000 3520.00
WATER METER PIT ASSEMBLY | | |
0052 W222.06 2.000 EACH| 4500.00000 9000.00| 1950.00000 3900.00| 1945.00000 3890.00
150 mm FIRE HYDRANT | | |
0053 0030.40 LUMP| 5000.00000 5000.00| 2000.00000 2000.00| 3255.00000 3255.00
MOBILIZATION | | |
0054 1117.00 2.000 EACH| 1150.00000 2300.00| 650.00000 1300.00| 900.00000 1800.00
REMOVE MANHOLE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F03 -6
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 27201 COUNTIES : SARPY
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 2
====================================================================================================================================
|( 1 ) 0103 |( 2 ) 0880 |( 3 ) 2817
|VRANA & SON CONSTRUCTION CO |CHRISTENSEN BROS., INC. |MCC, L.L.C.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0055 4003.00 114.000 kg | 3.20000 364.80| 3.50000 399.00| 3.60000 410.40
CAST IRON COVER, FRAME, AND FLANGE | | |
0056 4004.50 640.000 kg | 1.90000 1216.00| 2.40000 1536.00| 2.75000 1760.00
CAST IRON GRATE AND FRAME | | |
0057 4005.00 156.000 kg | 2.50000 390.00| 2.60000 405.60| 2.40000 374.40
CAST IRON RING AND COVER | | |
0058 4011.66 1.000 EACH| 1710.00000 1710.00| 1600.00000 1600.00| 1655.00000 1655.00
AREA INLET TYPE 1 AT STA. 2+00.3 - 20.7 | | |
m LT. | | |
0059 4011.68 1.000 EACH| 1600.00000 1600.00| 1300.00000 1300.00| 1550.00000 1550.00
AREA INLET TYPE II AT STA, 0+07.8 - 7.9 | | |
m LT. | | |
0060 4016.00 1.000 EACH| 1490.00000 1490.00| 1350.00000 1350.00| 1585.00000 1585.00
MANHOLE AT STA. 1+89.6 - 30.5 m LT. | | |
0061 4020.14 40.400 m | 97.00000 3918.80| 132.00000 5332.80| 104.00000 4201.60
CONCRETE DITCH LINING - 2.4 m | | |
0062 4040.00 1.000 EACH| 300.00000 300.00| 425.00000 425.00| 265.00000 265.00
REMOVE HEADWALLS FROM CULVERTS | | |
0063 4105.59 9.040 m3 | 370.00000 3344.80| 580.00000 5243.20| 635.55000 5745.37
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0064 4155.50 401.000 kg | 2.10000 842.10| 1.75000 701.75| 1.55000 621.55
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0065 4230.21 1.000 EACH| 150.00000 150.00| 285.00000 285.00| 220.00000 220.00
BAR GRATE FOR 525 mm CONCRETE | | |
FLARED-END SECTION | | |
0066 4460.21 1.000 EACH| 290.00000 290.00| 520.00000 520.00| 400.00000 400.00
525 mm CONCRETE FLARED-END SECTION | | |
0067 4600.15 38.600 m | 72.10000 2783.06| 82.00000 3165.20| 70.00000 2702.00
375 mm REINFORCED CONCRETE SEWER PIPE | | |
0068 4600.18 66.000 m | 86.90000 5735.40| 104.00000 6864.00| 99.55000 6570.30
450 mm REINFORCED CONCRETE SEWER PIPE | | |
0069 4600.21 8.100 m | 103.50000 838.35| 121.00000 980.10| 125.65000 1017.77
525 mm REINFORCED CONCRETE SEWER PIPE | | |
0070 4766.06 12.700 m | 170.00000 2159.00| 135.00000 1714.50| 134.32000 1705.86
150 mm DUCTILE IRON PIPE | | |
0071 6105.02 12.000 Mg | 39.00000 468.00| 40.00000 480.00| 50.50000 606.00
ROCK RIPRAP, TYPE B | | |
SECTION TOTALS | $ 51,275.31| $ 45,365.15| $ 46,090.35
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 1+49.964 2-16.5 m & 1-21.0 m SPANS CONTINUOUS PLATE GIRDER
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F03 -7
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 27201 COUNTIES : SARPY
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 2
====================================================================================================================================
|( 1 ) 0103 |( 2 ) 0880 |( 3 ) 2817
|VRANA & SON CONSTRUCTION CO |CHRISTENSEN BROS., INC. |MCC, L.L.C.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0072 0030.60 LUMP| 30000.00000 30000.00| 60000.00000 60000.00| 60000.00000 60000.00
MOBILIZATION | | |
0073 3050.15 121.300 m3 | 245.50000 29779.15| 240.00000 29112.00| 230.00000 27899.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0074 3051.10 10550.000 kg | 1.25000 13187.50| 1.20000 12660.00| 1.30000 13715.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0075 6000.10 23.000 LS | 1030.00000 1030.00| 15000.00000 15000.00| 5000.00000 5000.00
ABUTMENT NO.1 EXCAVATION | | |
0076 6000.11 23.000 LS | 1030.00000 1030.00| 15000.00000 15000.00| 5000.00000 5000.00
ABUTMENT NO.2 EXCAVATION | | |
0077 6000.20 3.500 LS | 2770.00000 2770.00| 30000.00000 30000.00| 18000.00000 18000.00
PIER NO.1 EXCAVATION | | |
0078 6000.21 3.500 LS | 1410.00000 1410.00| 30000.00000 30000.00| 18000.00000 18000.00
PIER NO.2 EXCAVATION | | |
0079 6005.83 8.000 EACH| 580.00000 4640.00| 900.00000 7200.00| 460.00000 3680.00
FIXED BEARING | | |
0080 6010.22 146.100 m3 | 345.30000 50448.33| 340.00000 49674.00| 450.00000 65745.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0081 6010.26 151.600 m3 | 432.60000 65582.16| 320.00000 48512.00| 390.00000 59124.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0082 6040.00 1.000 EACH| 44720.00000 44720.00| 48000.00000 48000.00| 70000.00000 70000.00
REMOVE STRUCTURE AT STA. 1+53.467 | | |
0083 6071.11 44830.000 LS | 95350.00000 95350.00| 107000.00000 107000.00| 110000.00000 110000.00
STEEL SUPERSTRUCTURE AT STA. 1+49.964 | | |
0084 6080.00 160.000 kg | 21.90000 3504.00| 15.00000 2400.00| 5.05000 808.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0085 6107.00 670.000 m2 | 51.10000 34237.00| 32.00000 21440.00| 65.00000 43550.00
CONCRETE SLOPE PROTECTION | | |
0086 6131.50 29970.000 kg | 1.30000 38961.00| 1.20000 35964.00| 1.33000 39860.10
EPOXY COATED REINFORCING STEEL | | |
0087 6139.50 43.000 m2 | 39.00000 1677.00| 40.00000 1720.00| 30.00000 1290.00
SUBSURFACE DRAINAGE MATTING | | |
0088 6210.12 906.000 m | 49.50000 44847.00| 54.00000 48924.00| 42.00000 38052.00
HP 250 mm X 62 kg STEEL PILING | | |
0089 6401.00 66.500 m | 72.80000 4841.20| 94.00000 6251.00| 78.00000 5187.00
PEDESTRIAN BARRIER RAIL | | |
0090 6404.00 61.000 m | 160.00000 9760.00| 152.00000 9272.00| 150.00000 9150.00
PEDESTRIAN RAILING (CHAIN LINK TYPE) | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F03 -8
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 27201 COUNTIES : SARPY
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 2
====================================================================================================================================
|( 1 ) 0103 |( 2 ) 0880 |( 3 ) 2817
|VRANA & SON CONSTRUCTION CO |CHRISTENSEN BROS., INC. |MCC, L.L.C.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0091 6610.45 22.000 m | 405.00000 8910.00| 400.00000 8800.00| 350.00000 7700.00
STRIP SEALS | | |
0092 8091.00 115.000 m3 | 53.20000 6118.00| 26.00000 2990.00| 25.00000 2875.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 492,802.34| $ 589,919.00| $ 604,635.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 7 GUARDRAIL
| | |
0093 0030.70 LUMP| 100.00000 100.00| 100.00000 100.00| 50.00000 50.00
MOBILIZATION | | |
0094 7020.00 1.000 EACH| 3200.00000 3200.00| 3100.00000 3100.00| 3000.00000 3000.00
BRIDGE APPROACH SECTIONS | | |
0095 7021.45 1.000 EACH| 1050.00000 1050.00| 1000.00000 1000.00| 950.00000 950.00
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 4,350.00| $ 4,200.00| $ 4,000.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0096 0001.10 2672.000 BDAY| 2.00000 5344.00| 1.80000 4809.60| 1.85000 4943.20
BARRICADE, TYPE III | | |
0097 0001.90 1336.000 EACH| 0.30000 400.80| 0.30000 400.80| 0.30000 400.80
SIGN DAY | | |
0098 0010.04 1.000 EACH| 2830.00000 2830.00| 3000.00000 3000.00| 4000.00000 4000.00
FIELD OFFICE | | |
0099 0030.00 LUMP| 2000.00000 2000.00| 500.00000 500.00| 1000.00000 1000.00
MOBILIZATION | | |
SECTION TOTALS | $ 10,574.80| $ 8,710.40| $ 10,344.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 764,280.93| $ 852,309.12| $ 863,965.40
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F03 -9
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 27201 COUNTIES : SARPY
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 2
====================================================================================================================================
|( 4 ) 0774 |( 5 ) 1276 |( 6 ) 0137
|DIXON CONSTRUCTION CO. |KIEWIT WESTERN CO. |JUDDS BROS. CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 0.770 ha | 1000.00000 770.00| 300.00000 231.00| 300.00000 231.00
COVER CROP SEEDING | | |
0002 L020.00 627.800 m2 | 1.50000 941.70| 2.00000 1255.60| 1.75000 1098.65
EROSION CONTROL | | |
0003 L022.11 13.700 m | 6.00000 82.20| 10.00000 137.00| 8.50000 116.45
FABRIC SILT FENCE-LOW POROSITY | | |
0004 L022.12 423.800 m | 10.00000 4238.00| 9.00000 3814.20| 7.50000 3178.50
FABRIC SILT FENCE-HIGH POROSITY | | |
0005 0030.10 LUMP| 10000.00000 10000.00| 10000.00000 10000.00| 11100.00000 11100.00
MOBILIZATION | | |
0006 1000.00 7.000 EACH| 380.00000 2660.00| 420.00000 2940.00| 380.00000 2660.00
LARGE TREE REMOVAL | | |
0007 1009.00 LUMP| 5000.00000 5000.00| 20000.00000 20000.00| 5000.00000 5000.00
GENERAL CLEARING AND GRUBBING | | |
0008 1011.00 276.000 kL | 2.00000 552.00| 2.20000 607.20| 2.00000 552.00
WATER | | |
0009 1030.00 3805.000 m3 | 6.97000 26520.85| 7.70000 29298.50| 7.00000 26635.00
EARTHWORK MEASURED IN EMBANKMENT | | |
0010 1041.00 7700.000 m2 | 0.50000 3850.00| 0.55000 4235.00| 0.50000 3850.00
SALVAGING AND PLACING TOPSOIL | | |
0011 1101.00 1195.800 m2 | 7.00000 8370.60| 5.00000 5979.00| 4.50000 5381.10
REMOVE PAVEMENT | | |
0012 1101.25 39.700 m | 8.20000 325.54| 8.20000 325.54| 8.20000 325.54
SAWING PAVEMENT | | |
0013 1102.00 879.100 m2 | 7.00000 6153.70| 4.40000 3868.04| 4.00000 3516.40
REMOVE ASPHALT SURFACE | | |
0014 1106.00 210.700 m2 | 7.00000 1474.90| 5.00000 1053.50| 4.50000 948.15
REMOVE DRIVEWAY | | |
0015 1107.00 148.200 m2 | 7.00000 1037.40| 5.00000 741.00| 4.50000 666.90
REMOVE WALK | | |
0016 1116.00 3.000 EACH| 50.00000 150.00| 25.00000 75.00| 20.00000 60.00
REMOVE GUARD POST | | |
0017 1121.00 1.000 EACH| 300.00000 300.00| 110.00000 110.00| 100.00000 100.00
REMOVE CONCRETE FLUME | | |
0018 1136.01 1.000 EACH| 300.00000 300.00| 300.00000 300.00| 200.00000 200.00
REMOVE FIRE HYDRANT | | |
0019 4102.11 35.660 m3 | 550.00000 19613.00| 590.00000 21039.40| 500.00000 17830.00
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
RETAINING WALL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F03 -10
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 27201 COUNTIES : SARPY
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 2
====================================================================================================================================
|( 4 ) 0774 |( 5 ) 1276 |( 6 ) 0137
|DIXON CONSTRUCTION CO. |KIEWIT WESTERN CO. |JUDDS BROS. CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 4152.00 2150.000 kg | 1.65000 3547.50| 1.86000 3999.00| 1.60000 3440.00
REINFORCING STEEL FOR RETAINING WALL | | |
0021 9110.01 10.000 HOUR| 90.00000 900.00| 115.00000 1150.00| 90.00000 900.00
RENTAL OF LOADER, FULLY OPERATED | | |
0022 9110.03 10.000 HOUR| 55.00000 550.00| 60.00000 600.00| 55.00000 550.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0023 9110.07 10.000 HOUR| 65.00000 650.00| 70.00000 700.00| 65.00000 650.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 97,987.39| $ 112,458.98| $ 88,989.69
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0024 L001.01 0.620 ha | 2581.00000 1600.22| 3300.00000 2046.00| 3000.00000 1860.00
SEEDING, TYPE A | | |
0025 L001.02 0.150 ha | 5334.00000 800.10| 3850.00000 577.50| 3500.00000 525.00
SEEDING, TYPE B | | |
0026 L010.00 247.400 m2 | 7.00000 1731.80| 5.00000 1237.00| 4.60000 1138.04
SODDING | | |
0027 L032.75 2.800 Mg | 100.00000 280.00| 99.00000 277.20| 90.00000 252.00
MULCH | | |
0028 L032.80 0.400 Mg | 1500.00000 600.00| 825.00000 330.00| 450.00000 180.00
HYDROMULCH | | |
0029 W600.03 1.000 EACH| 200.00000 200.00| 100.00000 100.00| 250.00000 250.00
ADJUST VALVE BOX TO GRADE | | |
0030 0002.76 1172.000 m | 1.00000 1172.00| 0.77000 902.44| 1.65000 1933.80
PERMANENT PAVEMENT MARKING PAINT | | |
0031 0030.30 LUMP| 15000.00000 15000.00| 8000.00000 8000.00| 7625.00000 7625.00
MOBILIZATION | | |
0032 2010.03 63.000 Mg | 30.00000 1890.00| 23.00000 1449.00| 20.00000 1260.00
CRUSHED ROCK SURFACE COURSE | | |
0033 2021.00 1.000 EACH| 150.00000 150.00| 125.00000 125.00| 100.00000 100.00
MAILBOX POST | | |
0034 3008.05 19.000 EACH| 10.00000 190.00| 9.00000 171.00| 6.60000 125.40
TIE BARS | | |
0035 3014.10 92.300 m | 40.00000 3692.00| 50.00000 4615.00| 47.00000 4338.10
COMBINATION CONCRETE CLASS 47B-20 CURB | | |
AND GUTTER | | |
0036 3016.21 348.500 m2 | 30.00000 10455.00| 30.00000 10455.00| 25.50000 8886.75
CONCRETE CLASS 47B-20 SIDEWALKS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F03 -11
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 27201 COUNTIES : SARPY
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 2
====================================================================================================================================
|( 4 ) 0774 |( 5 ) 1276 |( 6 ) 0137
|DIXON CONSTRUCTION CO. |KIEWIT WESTERN CO. |JUDDS BROS. CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0037 3020.26 218.400 m2 | 40.00000 8736.00| 35.00000 7644.00| 32.50000 7098.00
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0038 3020.30 77.000 m2 | 40.00000 3080.00| 38.00000 2926.00| 34.50000 2656.50
CONCRETE CLASS 47B-25 DRIVEWAY 175 mm | | |
0039 3075.12 489.900 m2 | 35.00000 17146.50| 36.00000 17636.40| 36.50000 17881.35
155 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0040 3075.42 728.500 m2 | 45.00000 32782.50| 40.00000 29140.00| 40.00000 29140.00
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0041 4015.00 3.000 EACH| 200.00000 600.00| 160.00000 480.00| 408.00000 1224.00
ADJUST MANHOLE TO GRADE | | |
0042 4024.59 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1117.00000 1117.00
CONCRETE FLUME | | |
0043 9005.35 420.000 Mg | 40.00000 16800.00| 39.00000 16380.00| 36.00000 15120.00
ASPHALTIC CONCRETE, TYPE SP3(12.5) | | |
0044 9021.01 22.680 Mg | 200.00000 4536.00| 204.00000 4626.72| 185.50000 4207.14
PERFORMANCE GRADED BINDER (64-22) | | |
0045 9053.00 540.000 L | 0.40000 216.00| 0.44000 237.60| 0.50000 270.00
TACK COAT | | |
0046 9111.00 839.000 kL | 2.00000 1678.00| 2.00000 1678.00| 2.00000 1678.00
WATER | | |
0047 9170.00 1.967 StaM| 1200.00000 2360.40| 1250.00000 2458.75| 1200.00000 2360.40
EARTH SHOULDER CONSTRUCTION | | |
0048 9173.20 2570.000 m2 | 2.70000 6939.00| 1.50000 3855.00| 3.10000 7967.00
SUBGRADE PREPARATION | | |
0049 9179.34 232.000 m2 | 10.00000 2320.00| 8.50000 1972.00| 7.75000 1798.00
COLD MILLING, CLASS 4 | | |
SECTION TOTALS | $ 135,955.52| $ 120,319.61| $ 120,991.48
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0050 W176.12 31.000 m | 100.00000 3100.00| 115.00000 3565.00| 73.00000 2263.00
50 mm COPPER WATER SERVICE | | |
0051 W180.66 1.000 EACH| 5000.00000 5000.00| 5000.00000 5000.00| 5800.00000 5800.00
WATER METER PIT ASSEMBLY | | |
0052 W222.06 2.000 EACH| 1945.00000 3890.00| 1800.00000 3600.00| 3200.00000 6400.00
150 mm FIRE HYDRANT | | |
0053 0030.40 LUMP| 10000.00000 10000.00| 4000.00000 4000.00| 3500.00000 3500.00
MOBILIZATION | | |
0054 1117.00 2.000 EACH| 1500.00000 3000.00| 677.00000 1354.00| 625.00000 1250.00
REMOVE MANHOLE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F03 -12
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 27201 COUNTIES : SARPY
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 2
====================================================================================================================================
|( 4 ) 0774 |( 5 ) 1276 |( 6 ) 0137
|DIXON CONSTRUCTION CO. |KIEWIT WESTERN CO. |JUDDS BROS. CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0055 4003.00 114.000 kg | 7.00000 798.00| 3.80000 433.20| 3.50000 399.00
CAST IRON COVER, FRAME, AND FLANGE | | |
0056 4004.50 640.000 kg | 5.00000 3200.00| 2.60000 1664.00| 2.50000 1600.00
CAST IRON GRATE AND FRAME | | |
0057 4005.00 156.000 kg | 5.00000 780.00| 2.80000 436.80| 2.50000 390.00
CAST IRON RING AND COVER | | |
0058 4011.66 1.000 EACH| 2500.00000 2500.00| 1700.00000 1700.00| 1550.00000 1550.00
AREA INLET TYPE 1 AT STA. 2+00.3 - 20.7 | | |
m LT. | | |
0059 4011.68 1.000 EACH| 2500.00000 2500.00| 1400.00000 1400.00| 1300.00000 1300.00
AREA INLET TYPE II AT STA, 0+07.8 - 7.9 | | |
m LT. | | |
0060 4016.00 1.000 EACH| 2000.00000 2000.00| 1470.00000 1470.00| 1350.00000 1350.00
MANHOLE AT STA. 1+89.6 - 30.5 m LT. | | |
0061 4020.14 40.400 m | 200.00000 8080.00| 143.00000 5777.20| 130.50000 5272.20
CONCRETE DITCH LINING - 2.4 m | | |
0062 4040.00 1.000 EACH| 265.00000 265.00| 250.00000 250.00| 423.00000 423.00
REMOVE HEADWALLS FROM CULVERTS | | |
0063 4105.59 9.040 m3 | 635.55000 5745.37| 633.00000 5722.32| 575.00000 5198.00
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0064 4155.50 401.000 kg | 1.55000 621.55| 2.00000 802.00| 1.75000 701.75
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0065 4230.21 1.000 EACH| 220.00000 220.00| 300.00000 300.00| 282.00000 282.00
BAR GRATE FOR 525 mm CONCRETE | | |
FLARED-END SECTION | | |
0066 4460.21 1.000 EACH| 400.00000 400.00| 570.00000 570.00| 518.00000 518.00
525 mm CONCRETE FLARED-END SECTION | | |
0067 4600.15 38.600 m | 70.00000 2702.00| 88.00000 3396.80| 80.50000 3107.30
375 mm REINFORCED CONCRETE SEWER PIPE | | |
0068 4600.18 66.000 m | 99.55000 6570.30| 114.00000 7524.00| 105.00000 6930.00
450 mm REINFORCED CONCRETE SEWER PIPE | | |
0069 4600.21 8.100 m | 125.65000 1017.77| 133.00000 1077.30| 121.00000 980.10
525 mm REINFORCED CONCRETE SEWER PIPE | | |
0070 4766.06 12.700 m | 134.32000 1705.86| 147.00000 1866.90| 134.00000 1701.80
150 mm DUCTILE IRON PIPE | | |
0071 6105.02 12.000 Mg | 50.50000 606.00| 40.00000 480.00| 39.00000 468.00
ROCK RIPRAP, TYPE B | | |
SECTION TOTALS | $ 64,701.85| $ 52,389.52| $ 51,384.15
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 1+49.964 2-16.5 m & 1-21.0 m SPANS CONTINUOUS PLATE GIRDER
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F03 -13
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 27201 COUNTIES : SARPY
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 2
====================================================================================================================================
|( 4 ) 0774 |( 5 ) 1276 |( 6 ) 0137
|DIXON CONSTRUCTION CO. |KIEWIT WESTERN CO. |JUDDS BROS. CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0072 0030.60 LUMP| 70000.00000 70000.00| 60000.00000 60000.00| 29700.00000 29700.00
MOBILIZATION | | |
0073 3050.15 121.300 m3 | 288.20000 34958.66| 314.00000 38088.20| 276.00000 33478.80
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0074 3051.10 10550.000 kg | 1.32000 13926.00| 1.67000 17618.50| 1.50000 15825.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0075 6000.10 23.000 LS | 7500.00000 7500.00| 3000.00000 3000.00| 7500.00000 7500.00
ABUTMENT NO.1 EXCAVATION | | |
0076 6000.11 23.000 LS | 7500.00000 7500.00| 3000.00000 3000.00| 7500.00000 7500.00
ABUTMENT NO.2 EXCAVATION | | |
0077 6000.20 3.500 LS | 20000.00000 20000.00| 30000.00000 30000.00| 20000.00000 20000.00
PIER NO.1 EXCAVATION | | |
0078 6000.21 3.500 LS | 20000.00000 20000.00| 30000.00000 30000.00| 7500.00000 7500.00
PIER NO.2 EXCAVATION | | |
0079 6005.83 8.000 EACH| 750.00000 6000.00| 740.00000 5920.00| 900.00000 7200.00
FIXED BEARING | | |
0080 6010.22 146.100 m3 | 458.50000 66986.85| 450.00000 65745.00| 1400.00000 204540.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0081 6010.26 151.600 m3 | 458.50000 69508.60| 763.00000 115670.80| 1100.00000 166760.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0082 6040.00 1.000 EACH| 30000.00000 30000.00| 22600.00000 22600.00| 24000.00000 24000.00
REMOVE STRUCTURE AT STA. 1+53.467 | | |
0083 6071.11 44830.000 LS | 100000.00000 100000.00| 120000.00000 120000.00| 125950.00000 125950.00
STEEL SUPERSTRUCTURE AT STA. 1+49.964 | | |
0084 6080.00 160.000 kg | 15.00000 2400.00| 15.00000 2400.00| 18.00000 2880.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0085 6107.00 670.000 m2 | 60.00000 40200.00| 60.00000 40200.00| 60.00000 40200.00
CONCRETE SLOPE PROTECTION | | |
0086 6131.50 29970.000 kg | 1.32000 39560.40| 1.76000 52747.20| 0.80000 23976.00
EPOXY COATED REINFORCING STEEL | | |
0087 6139.50 43.000 m2 | 30.00000 1290.00| 48.00000 2064.00| 60.00000 2580.00
SUBSURFACE DRAINAGE MATTING | | |
0088 6210.12 906.000 m | 49.20000 44575.20| 55.00000 49830.00| 54.00000 48924.00
HP 250 mm X 62 kg STEEL PILING | | |
0089 6401.00 66.500 m | 100.00000 6650.00| 86.00000 5719.00| 150.00000 9975.00
PEDESTRIAN BARRIER RAIL | | |
0090 6404.00 61.000 m | 200.00000 12200.00| 165.00000 10065.00| 78.00000 4758.00
PEDESTRIAN RAILING (CHAIN LINK TYPE) | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F03 -14
TABULATION OF BIDS
CALL ORDER : F03 CONTRACT ID : 27201 COUNTIES : SARPY
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 2
====================================================================================================================================
|( 4 ) 0774 |( 5 ) 1276 |( 6 ) 0137
|DIXON CONSTRUCTION CO. |KIEWIT WESTERN CO. |JUDDS BROS. CONSTRUCTION CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0091 6610.45 22.000 m | 500.00000 11000.00| 385.00000 8470.00| 500.00000 11000.00
STRIP SEALS | | |
0092 8091.00 115.000 m3 | 30.00000 3450.00| 40.00000 4600.00| 60.00000 6900.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 607,705.71| $ 687,737.70| $ 801,146.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 7 GUARDRAIL
| | |
0093 0030.70 LUMP| 50.00000 50.00| 100.00000 100.00| 250.00000 250.00
MOBILIZATION | | |
0094 7020.00 1.000 EACH| 3000.00000 3000.00| 3300.00000 3300.00| 3000.00000 3000.00
BRIDGE APPROACH SECTIONS | | |
0095 7021.45 1.000 EACH| 950.00000 950.00| 1045.00000 1045.00| 950.00000 950.00
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 4,000.00| $ 4,445.00| $ 4,200.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0096 0001.10 2672.000 BDAY| 1.68000 4488.96| 1.85000 4943.20| 1.70000 4542.40
BARRICADE, TYPE III | | |
0097 0001.90 1336.000 EACH| 0.24000 320.64| 0.37000 494.32| 0.25000 334.00
SIGN DAY | | |
0098 0010.04 1.000 EACH| 2500.00000 2500.00| 4000.00000 4000.00| 1500.00000 1500.00
FIELD OFFICE | | |
0099 0030.00 LUMP| 1000.00000 1000.00| 500.00000 500.00| 225.00000 225.00
MOBILIZATION | | |
SECTION TOTALS | $ 8,309.60| $ 9,937.52| $ 6,601.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 918,660.07| $ 987,288.33| $ 1,073,313.52
====================================================================================================================================
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