|
Contract Letting February 07, 2002 |
NEBRASKA DEPARTMENT OF ROADS
CALL ORDER : F22 DATE : 02/08/02
DATE OF LETTING : 02/07/02 PAGE : 1
LISTING OF INCOMPLETE BIDS
---------------------------------------------------------------------------------------------------------------------------------
PROPOSAL BID PRICE
VENDOR TYPE OF LINE LINE NUMBER UNIT BID PRICE EXTENDED AMOUNT
---------------------------------------------------------------------------------------------------------------------------------
0880 L 0001 $ 150.00000 $ 1,800.00
0880 L 0002 $ 2.90000 $ 13,775.00
0880 L 0003 $ 2,800.00000 $ 2,800.00
0880 L 0004 $ 40,000.00000 $ 40,000.00
0880 L 0005 $ 3.20000 $ 18,342.40
0880 L 0006 $ 2.00000 $ 1,984.00
0880 L 0007 $ 70.00000 $ 2,100.00
0880 L 0008 $ 52.00000 $ 676.00
0880 L 0009 $ 1.75000 $ 206,683.75
0880 L 0010 $ 2.10000 $ 62,787.90
0880 L 0011 $ 2.10000 $ 115.50
0880 L 0012 $ 0.45000 $ 1,942.65
0880 L 0013 $ 140.00000 $ 420.00
0880 L 0014 $ 2.10000 $ 1,904.70
0880 L 0015 $ 19.00000 $ 2,489.00
0880 L 0016 $ 1.00000 $ 2,768.60
0880 L 0017 $ 20,000.00000 $ 20,000.00
0880 L 0018 $ 19.00000 $ 92,693.97
0880 L 0019 $ 17.00000 $ 5,270.00
0880 L 0020 $ 62.00000 $ 19,530.00
0880 L 0021 $ 17.00000 $ 8,449.00
0880 L 0022 $ 21.00000 $ 163,947.00
0880 L 0023 $ 32.00000 $ 1,408.00
0880 L 0024 $ 33.00000 $ 2,871.00
0880 L 0025 $ 8,300.00000 $ 8,300.00
0880 L 0026 $ 200.00000 $ 200.00
0880 L 0027 $ 200.00000 $ 1,000.00
0880 L 0028 $ 21.00000 $ 1,649.55
0880 L 0029 $ 31.00000 $ 1,240.00
0880 L 0030 $ 205.00000 $ 1,230.00
0880 L 0031 $ 205.00000 $ 410.00
0880 L 0032 $ 205.00000 $ 615.00
0880 L 0033 $ 8.20000 $ 972.11
0880 L 0034 $ 13.00000 $ 5,005.00
0880 L 0035 $ 280.00000 $ 1,120.00
0880 L 0036 $ 160.00000 $ 320.00
0880 L 0037 $ 200.00000 $ 2,800.00
0880 L 0038 $ 380.00000 $ 4,560.00
0880 L 0039 $ 2.85000 $ 96,615.00
0880 L 0040 $ 72.00000 $ 3,960.00
0880 L 0041 $ 3,000.00000 $ 3,000.00
NEBRASKA DEPARTMENT OF ROADS
CALL ORDER : F22 DATE : 02/08/02
DATE OF LETTING : 02/07/02 PAGE :2
LISTING OF INCOMPLETE BIDS
---------------------------------------------------------------------------------------------------------------------------------
PROPOSAL BID PRICE
VENDOR TYPE OF LINE LINE NUMBER UNIT BID PRICE EXTENDED AMOUNT
---------------------------------------------------------------------------------------------------------------------------------
0880 L 0042 $ 0.80000 $ 800.00
0880 L 0043 $ 170,000.00000 $ 170,000.00
0880 L 0044 $ 320.00000 $ 50,944.00
0880 L 0045 $ 1.10000 $ 20,042.00
0880 L 0046 $ 10,000.00000 $ 10,000.00
0880 L 0047 $ 10,000.00000 $ 10,000.00
0880 L 0048 $ 40,000.00000 $ 40,000.00
0880 L 0049 $ 35,000.00000 $ 35,000.00
0880 L 0050 $ 35,000.00000 $ 35,000.00
0880 L 0051 $ 70.00000 $ 9,100.00
0880 L 0052 $ 1,400.00000 $ 22,400.00
0880 L 0053 $ 1,600.00000 $ 6,400.00
0880 L 0054 $ 280.00000 $ 110,152.00
0880 L 0055 $ 240.00000 $ 165,312.00
0880 L 0056 $ 290,000.00000 $ 290,000.00
0880 L 0057 $ 570,000.00000 $ 570,000.00
0880 L 0058 $ 40.00000 $ 14,800.00
0880 L 0059 $ 0.50000 $ 89,475.00
0880 L 0060 $ 40.00000 $ 4,120.00
0880 L 0061 $ 30.00000 $ 75,600.00
0880 L 0062 $ 28.00000 $ 70,000.00
0880 L 0063 $ 36.00000 $ 10,944.00
0880 L 0064 $ 2.50000 $ 9,330.00
0880 L 0065 $ 24.00000 $ 4,008.00
0880 L 0066 $ 320.00000 $ 320.00
0880 L 0067 $ 11.00000 $ 3,712.50
0880 L 0068 $ 1,050.00000 $ 4,200.00
0880 L 0069 $ 1,550.00000 $ 6,200.00
0880 L 0070 $ 1,200.00000 $ 1,200.00
0880 L 0071 $ 2.10000 $ 2,343.60
0880 L 0072 $ 2.60000 $ 735.80
0880 L 0073 $ 0.70000 $ 979.30
0880 L 0074 $ 0.80000 $ 2,239.20
0880 L 0075 $ 105.00000 $ 630.00
0880 L 0076 $ 32.00000 $ 128.00
0880 L 0077 $ 1,000.00000 $ 10,000.00
0880 L 0078 $ 205.00000 $ 205.00
0880 L 0079 $ 600.00000 $ 600.00
0880 L 0080 $ 22.00000 $ 10,846.00
0880 L 0081 $ 30,000.00000 $ 30,000.00
0880 L 0082 $ 18.00000 $ 900.00
NEBRASKA DEPARTMENT OF ROADS
CALL ORDER : F22 DATE : 02/08/02
DATE OF LETTING : 02/07/02 PAGE : 3
LISTING OF INCOMPLETE BIDS
---------------------------------------------------------------------------------------------------------------------------------
PROPOSAL BID PRICE
VENDOR TYPE OF LINE LINE NUMBER UNIT BID PRICE EXTENDED AMOUNT
---------------------------------------------------------------------------------------------------------------------------------
0880 L 0083 $ 7.50000 $ 525.00
0880 L 0084 $ 50.00000 $ 50.00
0880 L 0085 $ 1.20000 $ 4,569.60
0880 L 0086 $ 850.00000 $ 11,152.00
0880 L 0087 $ 2.05000 $ 1,945.45
0880 L 0088 $ 2.00000 $ 16,400.00
0880 L 0089 $ 2.05000 $ 24,087.50
0880 L 0090 $ 6.40000 $ 5,120.00
0880 L 0091 $ 21.00000 $ 2,100.00
0880 L 0092 $ 43.00000 $ 4,300.00
0880 L 0093 $ 26.00000 $ 347,620.00
0880 L 0094 $ 3.20000 $ 6,665.60
0880 L 0095 $ 30.00000 $ 191,100.00
0880 L 0096 $ 160.00000 $ 864.00
0880 L 0097 $ 160.00000 $ 116,380.80
0880 L 0098 $ 2.80000 $ 10,043.60
0880 L 0099 $ 2.40000 $ 4,999.20
0880 L 0100 $ 0.90000 $ 4,077.00
0880 L 0101 $ 11.00000 $ 1,254.00
0880 L 0102 $ 62.00000 $ 11,135.20
0880 L 0103 $ 320.00000 $ 23,382.08
0880 L 0104 $ 185.00000 $ 3,840.60
0880 L 0105 $ 140.00000 $ 9,276.54
0880 L 0106 $ 12.00000 $ 7,596.00
0880 L 0107 $ 1,500.00000 $ 1,500.00
0880 L 0108 $ 0.50000 $ 150.00
0880 L 0109 $ 1.60000 $ 9,777.60
0880 L 0110 $ 1.10000 $ 1,409.10
0880 L 0111 $ 5.50000 $ 1,100.00
0880 L 0112 $ 0.35000 $ 4,424.70
0880 L 0113 $ 0.50000 $ 500.00
0880 L 0114 $ 1.00000 $ 5,000.00
0880 L 0115 $ 1.60000 $ 1,280.00
0880 L 0116 $ 180.00000 $ 3,600.00
0880 L 0117 $ 3,000.00000 $ 3,000.00
0880 L 0118 $ 1,000.00000 $ 1,000.00
0880 L 0119 $ 55.00000 $ 2,750.00
0880 L 0120 $ 60.00000 $ 600.00
0880 L 0121 $ 50.00000 $ 2,500.00
0880 L 0122 $ 40.00000 $ 2,000.00
0880 P $ 0.00000 $ 3,555,497.10
NEBRASKA DEPARTMENT OF ROADS
CALL ORDER : F22 DATE : 02/08/02
DATE OF LETTING : 02/07/02 PAGE :4
LISTING OF INCOMPLETE BIDS
---------------------------------------------------------------------------------------------------------------------------------
PROPOSAL BID PRICE
VENDOR TYPE OF LINE LINE NUMBER UNIT BID PRICE EXTENDED AMOUNT
---------------------------------------------------------------------------------------------------------------------------------
0880 S 0001 $ 0.00000 $ 360,589.50
0880 S 0002 $ 0.00000 $ 309,889.97
0880 S 0003 $ 0.00000 $ 29,140.66
0880 S 0004 $ 0.00000 $ 108,135.00
0880 S 0005 $ 0.00000 $ 1,823,427.00
0880 S 0006 $ 0.00000 $ 14,432.50
0880 S 0007 $ 0.00000 $ 19,060.90
0880 S 0008 $ 0.00000 $ 851,730.17
0880 S 0009 $ 0.00000 $ 39,091.40
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 5
VENDOR RANKING
CALL ORDER : F22 CONTRACT ID : 4908 COUNTIES : MERRICK
LETTING DATE : 02/07/02 DISTRICT : 4
PROJECT(S) : EACSTPD-EACBR-92-5(105)
CONTRACT DESCRIPTION :
JCT. US-30/N-92 NEAR CLARKS.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
0013 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED IN THIS
0013 LETTING IS LIMITED TO $3,750,000.00.
0880 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED IN THIS
0880 LETTING IS LIMITED TO $4,300,000.00.
0880 CHRISTENSEN BROS., INC. BID IS VOID AS PER ADDENDEM NO. 1
0880 AND AMENDMENT NO. 1.
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0049 HAWKINS CONSTRUCTION COMPANY $ 3,093,801.73 100.0000%
2 1809 CAPITAL CONTRACTORS, INC. $ 3,285,588.41 106.1990%
3 2207 UNITED CONTRACTORS, INC. $ 3,298,685.52 106.6223%
4 0805 A. M. COHRON & SON, INC. $ 3,421,543.80 110.5935%
5 0013 THE DIAMOND ENGINEERING COMPANY $ 3,600,647.58 116.3826%
0880 CHRISTENSEN BROS., INC. IRREGULAR
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 4908 COUNTIES : MERRICK
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-EACBR-92-5(105)
====================================================================================================================================
|(1) 0049 |(2) 1809 |(3) 2207
|HAWKINS CONSTRUCTION COMPANY|CAPITAL CONTRACTORS, INC. |UNITED CONTRACTORS, INC.
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 12.000 ACRE| 164.99000 1979.88| 150.00000 1800.00| 150.00000 1800.00
COVER CROP SEEDING | | |
0002 L022.25 4750.000 LF | 3.08000 14630.00| 2.80000 13300.00| 2.80000 13300.00
FABRIC SILT FENCE, TYPE COIR FIBER | | |
0003 0030.10 LUMP| 11504.00000 11504.00| 5980.00000 5980.00| 30000.00000 30000.00
MOBILIZATION | | |
0004 1009.00 LUMP| 25178.00000 25178.00| 39000.00000 39000.00| 39000.00000 39000.00
GENERAL CLEARING AND GRUBBING | | |
0005 1010.01 5732.000 CY | 3.41000 19546.12| 3.10000 17769.20| 3.10000 17769.20
EXCAVATION (ESTABLISHED QUANTITY) | | |
0006 1011.00 992.000 MGAL| 2.20000 2182.40| 2.00000 1984.00| 2.00000 1984.00
WATER | | |
0007 1012.00 30.000 EACH| 71.50000 2145.00| 55.00000 1650.00| 80.00000 2400.00
RIGHT-OF-WAY MARKERS | | |
0008 1013.00 13.000 EACH| 55.00000 715.00| 39.00000 507.00| 50.00000 650.00
RESET RIGHT-OF-WAY MARKERS | | |
0009 1030.00 126793.000 CY | 1.89000 239638.77| 1.72000 218083.96| 1.72000 218083.96
EARTHWORK MEASURED IN EMBANKMENT | | |
0010 1101.00 29899.000 SY | 2.05000 61292.95| 2.07000 61890.93| 2.07000 61890.93
REMOVE PAVEMENT | | |
0011 1106.00 55.000 SY | 4.11000 226.05| 2.07000 113.85| 2.06000 113.30
REMOVE DRIVEWAY | | |
0012 1109.00 4317.000 LF | 2.34000 10101.78| 0.42000 1813.14| 0.41000 1769.97
REMOVE CURB | | |
0013 1121.10 3.000 EACH| 144.00000 432.00| 135.00000 405.00| 135.00000 405.00
REMOVE FLUME | | |
0014 1122.01 907.000 SY | 2.62000 2376.34| 2.07000 1877.49| 2.06000 1868.42
REMOVE CONCRETE MEDIAN SURFACING | | |
0015 1701.24 131.000 LF | 19.80000 2593.80| 15.00000 1965.00| 25.00000 3275.00
24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,| | |
6,7 OR 8 | | |
0016 7017.00 2768.600 LF | 1.10000 3045.46| 0.90000 2491.74| 0.90000 2491.74
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 397,587.55| $ 370,631.31| $ 396,801.52
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 1A MSE WALL
| | |
0017 0030.10 LUMP| 16869.00000 16869.00| 18000.00000 18000.00| 22000.00000 22000.00
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 4908 COUNTIES : MERRICK
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-EACBR-92-5(105)
====================================================================================================================================
|(1) 0049 |(2) 1809 |(3) 2207
|HAWKINS CONSTRUCTION COMPANY|CAPITAL CONTRACTORS, INC. |UNITED CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 4095.00 4878.630 SF | 13.84000 67520.24| 15.83000 77228.71| 20.00000 97572.60
CONCRETE FACE PANELS | | |
0019 4095.10 310.000 LF | 18.70000 5797.00| 11.00000 3410.00| 12.00000 3720.00
CONCRETE LEVELING PADS | | |
0020 4095.20 315.000 LF | 58.20000 18333.00| 62.60000 19719.00| 50.00000 15750.00
COPING | | |
0021 4350.24 497.000 LF | 12.86000 6391.42| 17.00000 8449.00| 12.00000 5964.00
24" CORRUGATED METAL PIPE | | |
0022 8024.75 7807.000 CY | 7.22000 56366.54| 10.90000 85096.30| 16.00000 124912.00
SELECT GRANULAR BACKFILL FOR MSE WALL | | |
SECTION TOTALS | $ 171,277.20| $ 211,903.01| $ 269,918.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0023 P300.24 44.000 LF | 64.43000 2834.92| 31.00000 1364.00| 31.00000 1364.00
24" CULVERT PIPE, TYPE 3,4 OR 5 | | |
0024 P500.24 87.000 LF | 28.48000 2477.76| 32.00000 2784.00| 32.00000 2784.00
24" CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0025 0030.40 LUMP| 1646.00000 1646.00| 10300.00000 10300.00| 8300.00000 8300.00
MOBILIZATION | | |
0026 1118.25 1.000 EACH| 325.00000 325.00| 200.00000 200.00| 200.00000 200.00
REMOVE SPLASH BASIN | | |
0027 1119.00 5.000 EACH| 325.00000 1625.00| 200.00000 1000.00| 200.00000 1000.00
REMOVE INLET | | |
0028 4030.00 78.550 LF | 14.60000 1146.83| 20.00000 1571.00| 20.00000 1571.00
RELAYING CORRUGATED METAL PIPE | | |
0029 4032.00 40.000 LF | 14.52000 580.80| 30.00000 1200.00| 30.00000 1200.00
RELAYING REINFORCED CONCRETE PIPE | | |
0030 4035.00 6.000 EACH| 162.00000 972.00| 200.00000 1200.00| 200.00000 1200.00
REMOVE FLARED-END SECTION | | |
0031 4035.25 2.000 EACH| 162.00000 324.00| 200.00000 400.00| 200.00000 400.00
REMOVE AND SALVAGE FLARED-END SECTION | | |
0032 4040.00 3.000 EACH| 162.00000 486.00| 200.00000 600.00| 200.00000 600.00
REMOVE HEADWALLS FROM CULVERTS | | |
0033 4043.00 118.550 LF | 7.79000 923.50| 8.00000 948.40| 8.00000 948.40
REMOVE CULVERT PIPE | | |
0034 4050.01 385.000 CY | 3.80000 1463.00| 12.75000 4908.75| 12.75000 4908.75
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0035 4310.24 4.000 EACH| 293.00000 1172.00| 275.00000 1100.00| 275.00000 1100.00
24" FLARED-END SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 4908 COUNTIES : MERRICK
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-EACBR-92-5(105)
====================================================================================================================================
|(1) 0049 |(2) 1809 |(3) 2207
|HAWKINS CONSTRUCTION COMPANY|CAPITAL CONTRACTORS, INC. |UNITED CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 4362.24 2.000 EACH| 293.00000 586.00| 150.00000 300.00| 150.00000 300.00
INSTALL 24" METAL FLARED-END SECTION | | |
0037 4670.05 14.000 CY | 24.45000 342.30| 195.00000 2730.00| 195.00000 2730.00
CULVERT SANDFILL | | |
SECTION TOTALS | $ 16,905.11| $ 30,606.15| $ 28,606.15
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 5 SEEDING
| | |
0038 L001.02 12.000 ACRE| 416.88000 5002.56| 379.00000 4548.00| 379.00000 4548.00
SEEDING, TYPE B | | |
0039 L020.07 33900.000 SY | 3.08000 104412.00| 2.80000 94920.00| 2.80000 94920.00
EROSION CONTROL, TYPE B-1 | | |
0040 L032.75 27.000 TON | 77.00000 2079.00| 70.00000 1890.00| 80.00000 2160.00
MULCH | | |
0041 0030.50 LUMP| 1.00000 1.00| 2000.00000 2000.00| 100.00000 100.00
MOBILIZATION | | |
SECTION TOTALS | $ 111,494.56| $ 103,358.00| $ 101,728.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6 BRIDGE AT STA. 121+48.27
527'6" 4-SPAN WELDED PLATE STEEL GIRDER BRIDGE
| | |
0042 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00
TRAINING | | |
0043 0030.60 LUMP| 140452.17000 140452.17| 122000.00000 122000.00| 142000.00000 142000.00
MOBILIZATION | | |
0044 3050.15 159.200 CY | 155.93000 24824.06| 285.00000 45372.00| 319.00000 50784.80
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0045 3051.10 18220.000 LB | 0.56000 10203.20| 1.00000 18220.00| 1.10000 20042.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0046 6000.10 65.000 LS | 1166.00000 1166.00| 7500.00000 7500.00| 7000.00000 7000.00
ABUTMENT NO.1 EXCAVATION | | |
0047 6000.11 65.000 LS | 1152.00000 1152.00| 7500.00000 7500.00| 7000.00000 7000.00
ABUTMENT NO.2 EXCAVATION | | |
0048 6000.20 120.000 LS | 10160.00000 10160.00| 40000.00000 40000.00| 15000.00000 15000.00
PIER NO.1 EXCAVATION | | |
0049 6000.21 120.000 LS | 7218.00000 7218.00| 30000.00000 30000.00| 15000.00000 15000.00
PIER NO.2 EXCAVATION | | |
0050 6000.22 120.000 LS | 5572.00000 5572.00| 30000.00000 30000.00| 15000.00000 15000.00
PIER NO.3 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 4908 COUNTIES : MERRICK
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-EACBR-92-5(105)
====================================================================================================================================
|(1) 0049 |(2) 1809 |(3) 2207
|HAWKINS CONSTRUCTION COMPANY|CAPITAL CONTRACTORS, INC. |UNITED CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0051 6005.35 130.000 LF | 32.84000 4269.20| 60.00000 7800.00| 100.00000 13000.00
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0052 6005.78 16.000 EACH| 916.44000 14663.04| 1100.00000 17600.00| 1500.00000 24000.00
EXPANSION BEARING, TFE TYPE | | |
0053 6005.83 4.000 EACH| 916.00000 3664.00| 1100.00000 4400.00| 1500.00000 6000.00
FIXED BEARING | | |
0054 6010.22 393.400 CY | 235.35000 92586.69| 335.00000 131789.00| 237.00000 93235.80
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0055 6010.26 688.800 CY | 240.05000 165346.44| 355.00000 244524.00| 300.00000 206640.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0056 6040.00 1.000 EACH| 169770.83000 169770.83| 125000.00000 125000.00| 154000.00000 154000.00
REMOVE STRUCTURE AT STA. 122+81.4 | | |
0057 6071.11 644480.000 LS | 509647.00000 509647.00| 556021.41000 556021.41| 550000.00000 550000.00
STEEL SUPERSTRUCTURE AT STA. 121+48.27 | | |
0058 6107.00 370.000 SY | 31.54000 11669.80| 75.00000 27750.00| 60.00000 22200.00
CONCRETE SLOPE PROTECTION | | |
0059 6131.50 178950.000 LB | 0.56000 100212.00| 0.55000 98422.50| 0.55000 98422.50
EPOXY COATED REINFORCING STEEL | | |
0060 6139.50 103.000 SY | 28.35000 2920.05| 25.00000 2575.00| 50.00000 5150.00
SUBSURFACE DRAINAGE MATTING | | |
0061 6200.00 2520.000 LF | 21.15000 53298.00| 19.00000 47880.00| 20.00000 50400.00
CONCRETE PILING | | |
0062 6210.50 2500.000 LF | 21.72000 54300.00| 19.00000 47500.00| 30.00000 75000.00
PIPE PILING | | |
0063 6404.16 304.000 LF | 40.62000 12348.48| 40.00000 12160.00| 35.00000 10640.00
6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | |
0064 6951.12 3732.000 EACH| 1.68000 6269.76| 1.30000 4851.60| 2.00000 7464.00
SHEAR CONNECTORS | | |
0065 8091.00 167.000 CY | 12.03000 2009.01| 35.00000 5845.00| 20.00000 3340.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 1,404,521.73| $ 1,635,510.51| $ 1,592,119.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 7 GUARDRAIL
| | |
0066 0030.70 LUMP| 348.00000 348.00| 2316.25000 2316.25| 685.00000 685.00
MOBILIZATION | | |
0067 7011.20 337.500 LF | 11.55000 3898.13| 10.50000 3543.75| 10.50000 3543.75
W-BEAM GUARDRAIL | | |
0068 7020.00 4.000 EACH| 1100.00000 4400.00| 1000.00000 4000.00| 1000.00000 4000.00
BRIDGE APPROACH SECTIONS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 4908 COUNTIES : MERRICK
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-EACBR-92-5(105)
====================================================================================================================================
|(1) 0049 |(2) 1809 |(3) 2207
|HAWKINS CONSTRUCTION COMPANY|CAPITAL CONTRACTORS, INC. |UNITED CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0069 7024.27 4.000 EACH| 1650.00000 6600.00| 1500.00000 6000.00| 1500.00000 6000.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 15,246.13| $ 15,860.00| $ 14,228.75
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 8B ELECTRICAL
| | |
0070 A020.30 1.000 EACH| 1211.00000 1211.00| 1101.00000 1101.00| 1101.00000 1101.00
LIGHTING CONTROL CENTER, TYPE R | | |
0071 A070.10 1116.000 LF | 2.20000 2455.20| 2.00000 2232.00| 2.00000 2232.00
1 1/2-INCH CONDUIT IN TRENCH | | |
0072 A072.10 283.000 LF | 2.75000 778.25| 2.50000 707.50| 2.50000 707.50
1 1/2-INCH CONDUIT UNDER ROADWAY | | |
0073 A080.22 1399.000 LF | 0.71000 993.29| 0.65000 909.35| 0.65000 909.35
STREET LIGHTING CABLE, NO. 6 BARE | | |
0074 A080.24 2799.000 LF | 0.82000 2295.18| 0.75000 2099.25| 0.75000 2099.25
STREET LIGHTING CABLE, NO. 6 USE | | |
0075 A600.00 6.000 EACH| 110.00000 660.00| 100.00000 600.00| 100.00000 600.00
REMOVE LIGHTING UNIT | | |
0076 A630.20 4.000 EACH| 33.00000 132.00| 30.00000 120.00| 30.00000 120.00
REMOVE PULL BOX | | |
0077 A700.20 10.000 EACH| 495.00000 4950.00| 950.00000 9500.00| 950.00000 9500.00
RELOCATE STREET LIGHTING UNIT | | |
0078 A706.00 1.000 EACH| 220.00000 220.00| 200.00000 200.00| 200.00000 200.00
RELOCATE PULL BOX | | |
0079 0030.80 LUMP| 615.00000 615.00| 2559.00000 2559.00| 670.00000 670.00
MOBILIZATION | | |
SECTION TOTALS | $ 14,309.92| $ 20,028.10| $ 18,139.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 9 BITUMINOUS
| | |
0080 P402.15 493.000 LF | 20.74000 10224.82| 15.00000 7395.00| 21.00000 10353.00
15" CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0081 0030.90 LUMP| 80076.00000 80076.00| 30000.00000 30000.00| 29500.00000 29500.00
MOBILIZATION | | |
0082 2001.00 50.000 CY | 18.15000 907.50| 17.40000 870.00| 17.40000 870.00
GRAVEL SURFACE COURSE | | |
0083 2020.00 70.000 SY | 14.02000 981.40| 7.25000 507.50| 7.25000 507.50
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0084 2021.00 1.000 EACH| 55.00000 55.00| 50.00000 50.00| 200.00000 200.00
MAILBOX POST | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 4908 COUNTIES : MERRICK
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-EACBR-92-5(105)
====================================================================================================================================
|(1) 0049 |(2) 1809 |(3) 2207
|HAWKINS CONSTRUCTION COMPANY|CAPITAL CONTRACTORS, INC. |UNITED CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0085 4004.50 3808.000 LB | 0.81000 3084.48| 3.65000 13899.20| 1.17000 4455.36
CAST IRON GRATE AND FRAME | | |
0086 4105.59 13.120 CY | 516.53000 6776.87| 750.00000 9840.00| 800.00000 10496.00
CLASS 47B-3000 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0087 4155.50 949.000 LB | 0.30000 284.70| 2.00000 1898.00| 2.00000 1898.00
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0088 7502.04 8200.000 LF | 2.14000 17548.00| 1.95000 15990.00| 1.95000 15990.00
4" WHITE PREFORMED PAVEMENT MARKING, | | |
TYPE 4 | | |
0089 7503.04 11750.000 LF | 2.20000 25850.00| 2.00000 23500.00| 2.00000 23500.00
4" YELLOW PREFORMED PAVEMENT MARKING, | | |
TYPE 4 | | |
0090 7509.04 800.000 LF | 6.91000 5528.00| 6.28000 5024.00| 6.28000 5024.00
12" YELLOW PREFORMED PAVEMENT MARKING, | | |
TYPE 4 | | |
0091 9000.75 100.000 TON | 31.08000 3108.00| 20.60000 2060.00| 20.60000 2060.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP4(0.5) | | |
0092 9005.00 100.000 TON | 42.08000 4208.00| 42.50000 4250.00| 42.50000 4250.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(0.5) | | |
0093 9005.45 13370.000 TON | 26.97000 360588.90| 25.50000 340935.00| 25.50000 340935.00
ASPHALTIC CONCRETE, TYPE SP4(0.5) | | |
0094 9009.00 2083.000 SY | 13.99000 29141.17| 3.10000 6457.30| 3.10000 6457.30
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0095 9009.75 6370.000 SY | 22.82000 145363.40| 31.80000 202566.00| 29.30000 186641.00
TEMPORARY SURFACING 8" | | |
0096 9020.91 5.400 TON | 170.00000 918.00| 155.00000 837.00| 155.00000 837.00
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0097 9021.01 727.380 TON | 170.49000 124011.02| 155.00000 112743.90| 155.00000 112743.90
PERFORMANCE GRADED BINDER (64-22) | | |
0098 9030.00 3587.000 LF | 3.46000 12411.02| 2.75000 9864.25| 2.75000 9864.25
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0099 9034.00 2083.000 SY | 2.62000 5457.46| 2.35000 4895.05| 2.35000 4895.05
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 4908 COUNTIES : MERRICK
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-EACBR-92-5(105)
====================================================================================================================================
|(1) 0049 |(2) 1809 |(3) 2207
|HAWKINS CONSTRUCTION COMPANY|CAPITAL CONTRACTORS, INC. |UNITED CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 9053.00 4530.000 GAL | 1.21000 5481.30| 0.85000 3850.50| 0.85000 3850.50
TACK COAT | | |
0101 9111.00 114.000 MGAL| 9.90000 1128.60| 10.00000 1140.00| 10.00000 1140.00
WATER | | |
0102 9170.00 179.600 STA | 82.50000 14817.00| 55.00000 9878.00| 75.00000 13470.00
EARTH SHOULDER CONSTRUCTION | | |
0103 9173.00 73.069 STA | 348.18000 25441.16| 315.00000 23016.74| 315.00000 23016.74
SUBGRADE PREPARATION | | |
0104 9173.15 20.760 STA | 593.22000 12315.25| 184.00000 3819.84| 265.00000 5501.40
TRENCHED WIDENING | | |
0105 9179.23 66.261 STA | 149.12000 9880.84| 177.60000 11767.95| 200.00000 13252.20
COLD MILLING, CLASS 3 | | |
0106 9188.50 633.000 SY | 18.81000 11906.73| 12.00000 7596.00| 12.00000 7596.00
SURFACING UNDER GUARDRAIL | | |
0107 9300.50 1.000 LS | 2200.00000 2200.00| 1500.00000 1500.00| 1500.00000 1500.00
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 919,694.62| $ 856,151.23| $ 840,804.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 10 GENERAL ITEMS
| | |
0108 0001.08 300.000 BDAY| 0.50000 150.00| 0.50000 150.00| 0.50000 150.00
BARRICADE, TYPE II | | |
0109 0001.10 6111.000 BDAY| 1.65000 10083.15| 1.50000 9166.50| 1.50000 9166.50
BARRICADE, TYPE III | | |
0110 0001.30 1281.000 LDAY| 1.10000 1409.10| 1.00000 1281.00| 1.00000 1281.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0111 0001.75 200.000 EACH| 5.50000 1100.00| 5.00000 1000.00| 5.00000 1000.00
TEMPORARY SIGN DAY | | |
0112 0001.90 12642.000 EACH| 0.33000 4171.86| 0.30000 3792.60| 0.30000 3792.60
SIGN DAY | | |
0113 0002.30 1000.000 LF | 0.49000 490.00| 0.45000 450.00| 0.45000 450.00
PAVEMENT MARKING REMOVAL | | |
0114 0002.39 5000.000 LF | 0.99000 4950.00| 0.90000 4500.00| 0.90000 4500.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0115 0002.47 800.000 LF | 1.65000 1320.00| 1.50000 1200.00| 1.50000 1200.00
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0116 0003.10 20.000 DAY | 197.99000 3959.80| 180.00000 3600.00| 180.00000 3600.00
FLAGGING | | |
0117 0010.04 1.000 EACH| 3025.00000 3025.00| 6000.00000 6000.00| 3000.00000 3000.00
FIELD OFFICE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 4908 COUNTIES : MERRICK
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-EACBR-92-5(105)
====================================================================================================================================
|(1) 0049 |(2) 1809 |(3) 2207
|HAWKINS CONSTRUCTION COMPANY|CAPITAL CONTRACTORS, INC. |UNITED CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0118 0030.00 LUMP| 1.00000 1.00| 2000.00000 2000.00| 700.00000 700.00
MOBILIZATION | | |
0119 9110.01 50.000 HOUR| 82.50000 4125.00| 60.00000 3000.00| 60.00000 3000.00
RENTAL OF LOADER, FULLY OPERATED | | |
0120 9110.02 10.000 HOUR| 83.00000 830.00| 65.00000 650.00| 50.00000 500.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0121 9110.03 50.000 HOUR| 71.50000 3575.00| 55.00000 2750.00| 40.00000 2000.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0122 9110.07 50.000 HOUR| 71.50000 3575.00| 40.00000 2000.00| 40.00000 2000.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 42,764.91| $ 41,540.10| $ 36,340.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,093,801.73| $ 3,285,588.41| $ 3,298,685.52
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 4908 COUNTIES : MERRICK
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-EACBR-92-5(105)
====================================================================================================================================
|(4) 0805 |(5) 0013 |
|COHRON & SON, INC./A. M. |DIAMOND ENGINEERING COMPANY/|
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 12.000 ACRE| 150.00000 1800.00| 70.00000 840.00|
COVER CROP SEEDING | | |
0002 L022.25 4750.000 LF | 2.80000 13300.00| 2.50000 11875.00|
FABRIC SILT FENCE, TYPE COIR FIBER | | |
0003 0030.10 LUMP| 17000.00000 17000.00| 100000.00000 100000.00|
MOBILIZATION | | |
0004 1009.00 LUMP| 15000.00000 15000.00| 14200.00000 14200.00|
GENERAL CLEARING AND GRUBBING | | |
0005 1010.01 5732.000 CY | 2.75000 15763.00| 1.95000 11177.40|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0006 1011.00 992.000 MGAL| 6.00000 5952.00| 2.00000 1984.00|
WATER | | |
0007 1012.00 30.000 EACH| 65.00000 1950.00| 55.00000 1650.00|
RIGHT-OF-WAY MARKERS | | |
0008 1013.00 13.000 EACH| 50.00000 650.00| 39.00000 507.00|
RESET RIGHT-OF-WAY MARKERS | | |
0009 1030.00 126793.000 CY | 1.99000 252318.07| 3.13000 396862.09|
EARTHWORK MEASURED IN EMBANKMENT | | |
0010 1101.00 29899.000 SY | 2.75000 82222.25| 2.86000 85511.14|
REMOVE PAVEMENT | | |
0011 1106.00 55.000 SY | 5.00000 275.00| 3.50000 192.50|
REMOVE DRIVEWAY | | |
0012 1109.00 4317.000 LF | 1.50000 6475.50| 1.90000 8202.30|
REMOVE CURB | | |
0013 1121.10 3.000 EACH| 100.00000 300.00| 75.00000 225.00|
REMOVE FLUME | | |
0014 1122.01 907.000 SY | 2.75000 2494.25| 2.70000 2448.90|
REMOVE CONCRETE MEDIAN SURFACING | | |
0015 1701.24 131.000 LF | 18.00000 2358.00| 13.50000 1768.50|
24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,| | |
6,7 OR 8 | | |
0016 7017.00 2768.600 LF | 1.00000 2768.60| 2.50000 6921.50|
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 420,626.67| $ 644,365.33|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 1A MSE WALL
| | |
0017 0030.10 LUMP| 26100.00000 26100.00| 20000.00000 20000.00|
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 15
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 4908 COUNTIES : MERRICK
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-EACBR-92-5(105)
====================================================================================================================================
|(4) 0805 |(5) 0013 |
|COHRON & SON, INC./A. M. |DIAMOND ENGINEERING COMPANY/|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 4095.00 4878.630 SF | 18.00000 87815.34| 18.00000 87815.34|
CONCRETE FACE PANELS | | |
0019 4095.10 310.000 LF | 16.63000 5155.30| 16.63000 5155.30|
CONCRETE LEVELING PADS | | |
0020 4095.20 315.000 LF | 60.00000 18900.00| 60.00000 18900.00|
COPING | | |
0021 4350.24 497.000 LF | 16.00000 7952.00| 16.00000 7952.00|
24" CORRUGATED METAL PIPE | | |
0022 8024.75 7807.000 CY | 20.50000 160043.50| 20.50000 160043.50|
SELECT GRANULAR BACKFILL FOR MSE WALL | | |
SECTION TOTALS | $ 305,966.14| $ 299,866.14|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0023 P300.24 44.000 LF | 31.00000 1364.00| 31.00000 1364.00|
24" CULVERT PIPE, TYPE 3,4 OR 5 | | |
0024 P500.24 87.000 LF | 32.00000 2784.00| 32.00000 2784.00|
24" CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0025 0030.40 LUMP| 10000.00000 10000.00| 20000.00000 20000.00|
MOBILIZATION | | |
0026 1118.25 1.000 EACH| 200.00000 200.00| 200.00000 200.00|
REMOVE SPLASH BASIN | | |
0027 1119.00 5.000 EACH| 200.00000 1000.00| 200.00000 1000.00|
REMOVE INLET | | |
0028 4030.00 78.550 LF | 20.00000 1571.00| 20.00000 1571.00|
RELAYING CORRUGATED METAL PIPE | | |
0029 4032.00 40.000 LF | 30.00000 1200.00| 30.00000 1200.00|
RELAYING REINFORCED CONCRETE PIPE | | |
0030 4035.00 6.000 EACH| 200.00000 1200.00| 200.00000 1200.00|
REMOVE FLARED-END SECTION | | |
0031 4035.25 2.000 EACH| 200.00000 400.00| 200.00000 400.00|
REMOVE AND SALVAGE FLARED-END SECTION | | |
0032 4040.00 3.000 EACH| 200.00000 600.00| 200.00000 600.00|
REMOVE HEADWALLS FROM CULVERTS | | |
0033 4043.00 118.550 LF | 8.00000 948.40| 8.00000 948.40|
REMOVE CULVERT PIPE | | |
0034 4050.01 385.000 CY | 12.75000 4908.75| 12.75000 4908.75|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0035 4310.24 4.000 EACH| 275.00000 1100.00| 275.00000 1100.00|
24" FLARED-END SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 16
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 4908 COUNTIES : MERRICK
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-EACBR-92-5(105)
====================================================================================================================================
|(4) 0805 |(5) 0013 |
|COHRON & SON, INC./A. M. |DIAMOND ENGINEERING COMPANY/|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 4362.24 2.000 EACH| 150.00000 300.00| 150.00000 300.00|
INSTALL 24" METAL FLARED-END SECTION | | |
0037 4670.05 14.000 CY | 195.00000 2730.00| 195.00000 2730.00|
CULVERT SANDFILL | | |
SECTION TOTALS | $ 30,306.15| $ 40,306.15|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 5 SEEDING
| | |
0038 L001.02 12.000 ACRE| 379.00000 4548.00| 379.00000 4548.00|
SEEDING, TYPE B | | |
0039 L020.07 33900.000 SY | 2.80000 94920.00| 2.80000 94920.00|
EROSION CONTROL, TYPE B-1 | | |
0040 L032.75 27.000 TON | 70.00000 1890.00| 70.00000 1890.00|
MULCH | | |
0041 0030.50 LUMP| 1000.00000 1000.00| 500.00000 500.00|
MOBILIZATION | | |
SECTION TOTALS | $ 102,358.00| $ 101,858.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6 BRIDGE AT STA. 121+48.27
527'6" 4-SPAN WELDED PLATE STEEL GIRDER BRIDGE
| | |
0042 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00|
TRAINING | | |
0043 0030.60 LUMP| 165000.00000 165000.00| 150000.00000 150000.00|
MOBILIZATION | | |
0044 3050.15 159.200 CY | 185.00000 29452.00| 186.00000 29611.20|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0045 3051.10 18220.000 LB | 0.66000 12025.20| 0.60000 10932.00|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0046 6000.10 65.000 LS | 4000.00000 4000.00| 3400.00000 3400.00|
ABUTMENT NO.1 EXCAVATION | | |
0047 6000.11 65.000 LS | 4000.00000 4000.00| 3400.00000 3400.00|
ABUTMENT NO.2 EXCAVATION | | |
0048 6000.20 120.000 LS | 20000.00000 20000.00| 25500.00000 25500.00|
PIER NO.1 EXCAVATION | | |
0049 6000.21 120.000 LS | 20000.00000 20000.00| 19000.00000 19000.00|
PIER NO.2 EXCAVATION | | |
0050 6000.22 120.000 LS | 20000.00000 20000.00| 19000.00000 19000.00|
PIER NO.3 EXCAVATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 17
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 4908 COUNTIES : MERRICK
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-EACBR-92-5(105)
====================================================================================================================================
|(4) 0805 |(5) 0013 |
|COHRON & SON, INC./A. M. |DIAMOND ENGINEERING COMPANY/|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0051 6005.35 130.000 LF | 45.00000 5850.00| 47.00000 6110.00|
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0052 6005.78 16.000 EACH| 970.00000 15520.00| 1165.00000 18640.00|
EXPANSION BEARING, TFE TYPE | | |
0053 6005.83 4.000 EACH| 985.00000 3940.00| 1230.00000 4920.00|
FIXED BEARING | | |
0054 6010.22 393.400 CY | 360.00000 141624.00| 271.40000 106768.76|
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0055 6010.26 688.800 CY | 370.00000 254856.00| 256.00000 176332.80|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0056 6040.00 1.000 EACH| 85000.00000 85000.00| 29500.00000 29500.00|
REMOVE STRUCTURE AT STA. 122+81.4 | | |
0057 6071.11 644480.000 LS | 595000.00000 595000.00| 663500.00000 663500.00|
STEEL SUPERSTRUCTURE AT STA. 121+48.27 | | |
0058 6107.00 370.000 SY | 40.00000 14800.00| 38.50000 14245.00|
CONCRETE SLOPE PROTECTION | | |
0059 6131.50 178950.000 LB | 0.66000 118107.00| 0.59000 105580.50|
EPOXY COATED REINFORCING STEEL | | |
0060 6139.50 103.000 SY | 26.00000 2678.00| 27.00000 2781.00|
SUBSURFACE DRAINAGE MATTING | | |
0061 6200.00 2520.000 LF | 24.00000 60480.00| 28.00000 70560.00|
CONCRETE PILING | | |
0062 6210.50 2500.000 LF | 26.00000 65000.00| 30.00000 75000.00|
PIPE PILING | | |
0063 6404.16 304.000 LF | 38.00000 11552.00| 43.00000 13072.00|
6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | |
0064 6951.12 3732.000 EACH| 4.25000 15861.00| 6.70000 25004.40|
SHEAR CONNECTORS | | |
0065 8091.00 167.000 CY | 24.00000 4008.00| 13.00000 2171.00|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 1,669,553.20| $ 1,575,828.66|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 7 GUARDRAIL
| | |
0066 0030.70 LUMP| 750.00000 750.00| 316.25000 316.25|
MOBILIZATION | | |
0067 7011.20 337.500 LF | 13.11000 4424.63| 10.50000 3543.75|
W-BEAM GUARDRAIL | | |
0068 7020.00 4.000 EACH| 1087.50000 4350.00| 1000.00000 4000.00|
BRIDGE APPROACH SECTIONS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 18
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 4908 COUNTIES : MERRICK
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-EACBR-92-5(105)
====================================================================================================================================
|(4) 0805 |(5) 0013 |
|COHRON & SON, INC./A. M. |DIAMOND ENGINEERING COMPANY/|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0069 7024.27 4.000 EACH| 1715.50000 6862.00| 1500.00000 6000.00|
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 16,386.63| $ 13,860.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 8B ELECTRICAL
| | |
0070 A020.30 1.000 EACH| 2100.00000 2100.00| 1101.00000 1101.00|
LIGHTING CONTROL CENTER, TYPE R | | |
0071 A070.10 1116.000 LF | 2.25000 2511.00| 2.00000 2232.00|
1 1/2-INCH CONDUIT IN TRENCH | | |
0072 A072.10 283.000 LF | 4.00000 1132.00| 2.50000 707.50|
1 1/2-INCH CONDUIT UNDER ROADWAY | | |
0073 A080.22 1399.000 LF | 1.25000 1748.75| 0.65000 909.35|
STREET LIGHTING CABLE, NO. 6 BARE | | |
0074 A080.24 2799.000 LF | 1.40000 3918.60| 0.75000 2099.25|
STREET LIGHTING CABLE, NO. 6 USE | | |
0075 A600.00 6.000 EACH| 360.00000 2160.00| 100.00000 600.00|
REMOVE LIGHTING UNIT | | |
0076 A630.20 4.000 EACH| 75.00000 300.00| 30.00000 120.00|
REMOVE PULL BOX | | |
0077 A700.20 10.000 EACH| 1200.00000 12000.00| 950.00000 9500.00|
RELOCATE STREET LIGHTING UNIT | | |
0078 A706.00 1.000 EACH| 170.00000 170.00| 200.00000 200.00|
RELOCATE PULL BOX | | |
0079 0030.80 LUMP| 1500.00000 1500.00| 559.00000 559.00|
MOBILIZATION | | |
SECTION TOTALS | $ 27,540.35| $ 18,028.10|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 9 BITUMINOUS
| | |
0080 P402.15 493.000 LF | 20.00000 9860.00| 21.00000 10353.00|
15" CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0081 0030.90 LUMP| 38000.00000 38000.00| 74300.00000 74300.00|
MOBILIZATION | | |
0082 2001.00 50.000 CY | 17.40000 870.00| 16.50000 825.00|
GRAVEL SURFACE COURSE | | |
0083 2020.00 70.000 SY | 7.25000 507.50| 12.75000 892.50|
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0084 2021.00 1.000 EACH| 50.00000 50.00| 50.00000 50.00|
MAILBOX POST | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 19
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 4908 COUNTIES : MERRICK
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-EACBR-92-5(105)
====================================================================================================================================
|(4) 0805 |(5) 0013 |
|COHRON & SON, INC./A. M. |DIAMOND ENGINEERING COMPANY/|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0085 4004.50 3808.000 LB | 2.00000 7616.00| 1.17000 4455.36|
CAST IRON GRATE AND FRAME | | |
0086 4105.59 13.120 CY | 500.00000 6560.00| 800.00000 10496.00|
CLASS 47B-3000 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0087 4155.50 949.000 LB | 1.00000 949.00| 2.00000 1898.00|
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0088 7502.04 8200.000 LF | 1.90000 15580.00| 1.95000 15990.00|
4" WHITE PREFORMED PAVEMENT MARKING, | | |
TYPE 4 | | |
0089 7503.04 11750.000 LF | 1.90000 22325.00| 2.00000 23500.00|
4" YELLOW PREFORMED PAVEMENT MARKING, | | |
TYPE 4 | | |
0090 7509.04 800.000 LF | 4.00000 3200.00| 6.28000 5024.00|
12" YELLOW PREFORMED PAVEMENT MARKING, | | |
TYPE 4 | | |
0091 9000.75 100.000 TON | 28.26000 2826.00| 28.26000 2826.00|
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP4(0.5) | | |
0092 9005.00 100.000 TON | 38.26000 3826.00| 38.26000 3826.00|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(0.5) | | |
0093 9005.45 13370.000 TON | 24.52000 327832.40| 24.52000 327832.40|
ASPHALTIC CONCRETE, TYPE SP4(0.5) | | |
0094 9009.00 2083.000 SY | 12.72000 26495.76| 12.72000 26495.76|
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0095 9009.75 6370.000 SY | 20.75000 132177.50| 20.75000 132177.50|
TEMPORARY SURFACING 8" | | |
0096 9020.91 5.400 TON | 155.00000 837.00| 155.00000 837.00|
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0097 9021.01 727.380 TON | 155.00000 112743.90| 155.00000 112743.90|
PERFORMANCE GRADED BINDER (64-22) | | |
0098 9030.00 3587.000 LF | 3.15000 11299.05| 3.15000 11299.05|
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0099 9034.00 2083.000 SY | 2.38000 4957.54| 2.38000 4957.54|
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 20
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 4908 COUNTIES : MERRICK
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-EACBR-92-5(105)
====================================================================================================================================
|(4) 0805 |(5) 0013 |
|COHRON & SON, INC./A. M. |DIAMOND ENGINEERING COMPANY/|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 9053.00 4530.000 GAL | 1.10000 4983.00| 1.10000 4983.00|
TACK COAT | | |
0101 9111.00 114.000 MGAL| 9.00000 1026.00| 9.00000 1026.00|
WATER | | |
0102 9170.00 179.600 STA | 82.00000 14727.20| 82.00000 14727.20|
EARTH SHOULDER CONSTRUCTION | | |
0103 9173.00 73.069 STA | 316.54000 23129.26| 316.54000 23129.26|
SUBGRADE PREPARATION | | |
0104 9173.15 20.760 STA | 585.25000 12149.79| 585.25000 12149.79|
TRENCHED WIDENING | | |
0105 9179.23 66.261 STA | 145.00000 9607.85| 140.00000 9276.54|
COLD MILLING, CLASS 3 | | |
0106 9188.50 633.000 SY | 17.10000 10824.30| 17.10000 10824.30|
SURFACING UNDER GUARDRAIL | | |
0107 9300.50 1.000 LS | 2000.00000 2000.00| 2000.00000 2000.00|
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 806,960.05| $ 848,895.10|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 10 GENERAL ITEMS
| | |
0108 0001.08 300.000 BDAY| 0.50000 150.00| 0.50000 150.00|
BARRICADE, TYPE II | | |
0109 0001.10 6111.000 BDAY| 1.65000 10083.15| 1.50000 9166.50|
BARRICADE, TYPE III | | |
0110 0001.30 1281.000 LDAY| 1.80000 2305.80| 1.00000 1281.00|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0111 0001.75 200.000 EACH| 5.00000 1000.00| 5.00000 1000.00|
TEMPORARY SIGN DAY | | |
0112 0001.90 12642.000 EACH| 0.23000 2907.66| 0.30000 3792.60|
SIGN DAY | | |
0113 0002.30 1000.000 LF | 1.00000 1000.00| 0.45000 450.00|
PAVEMENT MARKING REMOVAL | | |
0114 0002.39 5000.000 LF | 1.00000 5000.00| 0.90000 4500.00|
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0115 0002.47 800.000 LF | 1.00000 800.00| 1.50000 1200.00|
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0116 0003.10 20.000 DAY | 180.00000 3600.00| 180.00000 3600.00|
FLAGGING | | |
0117 0010.04 1.000 EACH| 1500.00000 1500.00| 3000.00000 3000.00|
FIELD OFFICE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 21
TABULATION OF BIDS
CALL ORDER : F22 CONTRACT ID : 4908 COUNTIES : MERRICK
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 4
PROJECT(S) : EACSTPD-EACBR-92-5(105)
====================================================================================================================================
|(4) 0805 |(5) 0013 |
|COHRON & SON, INC./A. M. |DIAMOND ENGINEERING COMPANY/|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0118 0030.00 LUMP| 5000.00000 5000.00| 22000.00000 22000.00|
MOBILIZATION | | |
0119 9110.01 50.000 HOUR| 65.00000 3250.00| 60.00000 3000.00|
RENTAL OF LOADER, FULLY OPERATED | | |
0120 9110.02 10.000 HOUR| 75.00000 750.00| 50.00000 500.00|
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0121 9110.03 50.000 HOUR| 50.00000 2500.00| 40.00000 2000.00|
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0122 9110.07 50.000 HOUR| 40.00000 2000.00| 40.00000 2000.00|
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 41,846.61| $ 57,640.10|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,421,543.80| $ 3,600,647.58|
====================================================================================================================================