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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 : F02 CONTRACT ID : 1206X COUNTIES : SEWARD
LETTING DATE : 10/10/02 DISTRICT : 1
CONTRACT DESCRIPTION : PROJECT(S) : EACSTPD-34-6(129)
ON US-34 EAST OF SEWARD.
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VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN
0137 THIS LETTING IS LIMITED TO 1.
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0049 HAWKINS CONSTRUCTION COMPANY $ 1,605,852.34 100.0000%
2 1742 HERBST CONSTRUCTION, INC. $ 1,627,525.25 101.3496%
3 0880 CHRISTENSEN BROS., INC. $ 1,651,779.82 102.8600%
4 0462 L. J. WEBB CONTRACTOR, INC. $ 1,665,830.16 103.7350%
5 0137 JUDDS BROS. CONSTRUCTION CO. $ 1,729,117.92 107.6760%
6 2017 BRB CONTRACTORS, INC. $ 1,759,307.32 109.5560%
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F02 -3
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1206X COUNTIES : SEWARD
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 1 ) 0049 |( 2 ) 1742 |( 3 ) 0880
|HAWKINS CONSTRUCTION COMPAN |HERBST CONSTRUCTION, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L020.00 3956.000 m2 | 1.76000 6962.56| 1.50000 5934.00| 1.60000 6329.60
EROSION CONTROL | | |
0002 L020.01 79.000 m2 | 6.77000 534.83| 6.00000 474.00| 8.50000 671.50
EROSION CONTROL, TYPE A | | |
0003 L022.25 993.000 m | 11.77000 11687.61| 10.00000 9930.00| 10.50000 10426.50
FABRIC SILT FENCE, TYPE COIR FIBER | | |
0004 0030.10 LUMP| 4565.00000 4565.00| 6000.00000 6000.00| 1000.00000 1000.00
MOBILIZATION | | |
0005 1009.00 LUMP| 16919.00000 16919.00| 11850.00000 11850.00| 12000.00000 12000.00
GENERAL CLEARING AND GRUBBING | | |
0006 1011.00 593.000 kL | 25.88000 15346.84| 2.65000 1571.45| 2.70000 1601.10
WATER | | |
0007 1012.00 28.000 EACH| 76.48000 2141.44| 65.00000 1820.00| 65.00000 1820.00
RIGHT-OF-WAY MARKERS | | |
0008 1030.00 11845.000 m3 | 5.09000 60291.05| 5.51000 65265.95| 5.60000 66332.00
EARTHWORK MEASURED IN EMBANKMENT | | |
0009 1101.00 5493.000 m2 | 4.38000 24059.34| 5.00000 27465.00| 5.40000 29662.20
REMOVE PAVEMENT | | |
0010 1102.00 714.300 m2 | 3.55000 2535.77| 4.00000 2857.20| 4.80000 3428.64
REMOVE ASPHALT SURFACE | | |
0011 1106.00 196.000 m2 | 3.80000 744.80| 5.82000 1140.72| 5.90000 1156.40
REMOVE DRIVEWAY | | |
0012 1701.24 11.500 m | 68.04000 782.46| 57.83000 665.05| 58.00000 667.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0013 7017.00 330.500 m | 7.06000 2333.33| 6.00000 1983.00| 6.60000 2181.30
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 148,904.03| $ 136,956.37| $ 137,276.24
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0014 P130.15 8.500 m | 102.00000 867.00| 87.00000 739.50| 54.00000 459.00
375 mm CULVERT PIPE, TYPE 3 | | |
0015 0030.30 LUMP| 706.00000 706.00| 690.00000 690.00| 3000.00000 3000.00
MOBILIZATION | | |
0016 1030.00 43.000 m3 | 3.53000 151.79| 10.00000 430.00| 16.00000 688.00
EARTHWORK MEASURED IN EMBANKMENT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F02 -4
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1206X COUNTIES : SEWARD
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 1 ) 0049 |( 2 ) 1742 |( 3 ) 0880
|HAWKINS CONSTRUCTION COMPAN |HERBST CONSTRUCTION, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0017 1043.50 22.200 m2 | 5.00000 111.00| 4.25000 94.35| 2.60000 57.72
RIPRAP FILTER FABRIC | | |
0018 3016.62 135.800 m2 | 38.83000 5273.11| 33.00000 4481.40| 34.50000 4685.10
155 mm CONCRETE CLASS 47B-20 BIKEWAY | | |
0019 6105.02 15.680 Mg | 41.18000 645.70| 35.00000 548.80| 43.60000 683.65
ROCK RIPRAP, TYPE B | | |
SECTION TOTALS | $ 7,754.60| $ 6,984.05| $ 9,573.47
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0020 P300.48 31.800 m | 223.54000 7108.57| 194.00000 6169.20| 194.00000 6169.20
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0021 P402.30 45.100 m | 152.95000 6898.05| 118.00000 5321.80| 118.00000 5321.80
750 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0022 P700.15 30.100 m | 182.36000 5489.04| 63.00000 1896.30| 63.00000 1896.30
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0023 0030.40 LUMP| 588.00000 588.00| 4400.00000 4400.00| 4000.00000 4000.00
MOBILIZATION | | |
0024 1043.50 12.000 m2 | 8.24000 98.88| 2.60000 31.20| 2.60000 31.20
RIPRAP FILTER FABRIC | | |
0025 4002.00 342.000 kg | 2.82000 964.44| 3.60000 1231.20| 3.60000 1231.20
CAST IRON COVER AND FRAME | | |
0026 4004.50 304.000 kg | 2.71000 823.84| 3.10000 942.40| 3.10000 942.40
CAST IRON GRATE AND FRAME | | |
0027 4035.00 2.000 EACH| 133.00000 266.00| 200.00000 400.00| 200.00000 400.00
REMOVE FLARED-END SECTION | | |
0028 4050.01 170.000 m3 | 31.77000 5400.90| 12.00000 2040.00| 12.00000 2040.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0029 4100.06 0.400 m3 | 964.75000 385.90| 551.00000 220.40| 551.00000 220.40
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0030 4105.59 24.100 m3 | 717.69000 17296.33| 481.00000 11592.10| 481.00000 11592.10
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0031 4107.50 1.400 m3 | 753.00000 1054.20| 351.00000 491.40| 351.00000 491.40
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
SPLASH BASIN | | |
0032 4150.00 29.000 kg | 1.88000 54.52| 2.40000 69.60| 2.40000 69.60
REINFORCING STEEL FOR HEADWALL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F02 -5
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1206X COUNTIES : SEWARD
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 1 ) 0049 |( 2 ) 1742 |( 3 ) 0880
|HAWKINS CONSTRUCTION COMPAN |HERBST CONSTRUCTION, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0033 4154.50 33.500 kg | 1.76000 58.96| 2.40000 80.40| 2.40000 80.40
REINFORCING STEEL FOR SPLASH BASIN | | |
0034 4155.50 783.500 kg | 1.88000 1472.98| 2.40000 1880.40| 2.40000 1880.40
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0035 4200.48 1.000 EACH| 6189.00000 6189.00| 6042.00000 6042.00| 6042.00000 6042.00
1200 mm AUTOMATIC FLOOD CONTROL GATE | | |
0036 4310.48 1.000 EACH| 1059.00000 1059.00| 1062.00000 1062.00| 1062.00000 1062.00
1200 mm FLARED-END SECTION | | |
0037 6105.02 6.100 Mg | 41.00000 250.10| 44.00000 268.40| 44.00000 268.40
ROCK RIPRAP, TYPE B | | |
SECTION TOTALS | $ 55,458.71| $ 44,138.80| $ 43,738.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4A CONCRETE BOX CULVERT AT STA. 5+40.0 TRIPLE 3.0 m X 2.4 m X 29.8 m CONCRETE BOX CULVERT
| | |
0038 0030.40 LUMP| 2353.00000 2353.00| 5000.00000 5000.00| 2000.00000 2000.00
MOBILIZATION | | |
0039 4051.01 89.000 m3 | 21.18000 1885.02| 25.00000 2225.00| 18.00000 1602.00
EXCAVATION FOR BOX CULVERTS | | |
0040 4101.06 266.560 m3 | 365.90000 97534.30| 365.00000 97294.40| 311.00000 82900.16
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0041 4151.00 16292.000 kg | 1.41000 22971.72| 1.30000 21179.60| 1.20000 19550.40
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 124,744.04| $ 125,699.00| $ 106,052.56
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 5 SEEDING
| | |
0042 L001.02 0.760 ha | 1803.74000 1370.84| 1579.00000 1200.04| 1500.00000 1140.00
SEEDING, TYPE B | | |
0043 L032.80 1.710 Mg | 1059.00000 1810.89| 900.00000 1539.00| 950.00000 1624.50
HYDROMULCH | | |
0044 0030.50 LUMP| 352.00000 352.00| 400.00000 400.00| 500.00000 500.00
MOBILIZATION | | |
SECTION TOTALS | $ 3,533.73| $ 3,139.04| $ 3,264.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 6 BRIDGE AT STA. 2+70.00 1-14.60 M AND 2-11.00 M SPANS PRES CONC INVERTED TEE GIRDER
| | |
0045 0030.60 LUMP| 56344.00000 56344.00| 50000.00000 50000.00| 50000.00000 50000.00
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F02 -6
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1206X COUNTIES : SEWARD
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 1 ) 0049 |( 2 ) 1742 |( 3 ) 0880
|HAWKINS CONSTRUCTION COMPAN |HERBST CONSTRUCTION, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0046 1010.01 1085.000 m3 | 5.33000 5783.05| 6.50000 7052.50| 5.00000 5425.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0047 1043.50 99.000 m2 | 6.96000 689.04| 3.00000 297.00| 2.00000 198.00
RIPRAP FILTER FABRIC | | |
0048 3050.15 144.200 m3 | 218.10000 31450.02| 260.00000 37492.00| 275.00000 39655.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0049 3051.10 9515.000 kg | 1.26000 11988.90| 1.10000 10466.50| 1.50000 14272.50
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0050 6000.10 70.000 LS | 1825.00000 1825.00| 6000.00000 6000.00| 5000.00000 5000.00
ABUTMENT NO.1 EXCAVATION | | |
0051 6000.11 70.000 LS | 1824.00000 1824.00| 6000.00000 6000.00| 5000.00000 5000.00
ABUTMENT NO.2 EXCAVATION | | |
0052 6001.50 30.000 LS | 5539.00000 5539.00| 13000.00000 13000.00| 15000.00000 15000.00
BENT NO.1 EXCAVATION | | |
0053 6001.51 35.000 LS | 6345.00000 6345.00| 4000.00000 4000.00| 15000.00000 15000.00
BENT NO.2 EXCAVATION | | |
0054 6005.60 132.000 EACH| 86.14000 11370.48| 80.00000 10560.00| 50.00000 6600.00
ELASTOMERIC BEARING | | |
0055 6010.22 200.700 m3 | 314.29000 63078.00| 425.00000 85297.50| 320.00000 64224.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0056 6010.26 106.200 m3 | 452.74000 48080.99| 367.00000 38975.40| 310.00000 32922.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0057 6011.11 101.600 LS | 109766.00000 109766.00| 105000.00000 105000.00| 114000.00000 114000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 2+70.0 | | |
0058 6040.00 1.000 EACH| 44820.00000 44820.00| 12500.00000 12500.00| 35000.00000 35000.00
REMOVE STRUCTURE AT STA. 2+74.9 | | |
0059 6080.00 475.000 kg | 5.68000 2698.00| 6.00000 2850.00| 6.00000 2850.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0060 6105.01 86.000 Mg | 29.70000 2554.20| 33.00000 2838.00| 34.00000 2924.00
ROCK RIPRAP, TYPE A | | |
0061 6105.02 235.000 Mg | 28.98000 6810.30| 32.00000 7520.00| 34.00000 7990.00
ROCK RIPRAP, TYPE B | | |
0062 6131.50 28180.000 kg | 1.25000 35225.00| 1.10000 30998.00| 1.20000 33816.00
EPOXY COATED REINFORCING STEEL | | |
0063 6139.50 52.000 m2 | 24.87000 1293.24| 30.00000 1560.00| 40.00000 2080.00
SUBSURFACE DRAINAGE MATTING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F02 -7
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1206X COUNTIES : SEWARD
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 1 ) 0049 |( 2 ) 1742 |( 3 ) 0880
|HAWKINS CONSTRUCTION COMPAN |HERBST CONSTRUCTION, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0064 6210.50 1021.500 m | 67.30000 68746.95| 85.00000 86827.50| 90.00000 91935.00
PIPE PILING | | |
0065 6310.00 335.400 m2 | 126.07000 42283.88| 120.00000 40248.00| 130.00000 43602.00
STEEL SHEET PILING | | |
0066 6601.15 65.600 m | 44.71000 2932.98| 38.00000 2492.80| 40.00000 2624.00
38 mm CONDUIT IN BRIDGE | | |
0067 8091.00 110.000 m3 | 23.62000 2598.20| 35.00000 3850.00| 30.00000 3300.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 564,046.23| $ 565,825.20| $ 593,417.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 6A BRIDGE AT STA. 115+62.00 1-24.0 M SPAN PRESTRESSED CONCRETE INVERTED TEE GIRDER
| | |
0068 0030.60 LUMP| 38645.00000 38645.00| 40000.00000 40000.00| 40000.00000 40000.00
MOBILIZATION | | |
0069 1010.01 615.000 m3 | 5.33000 3277.95| 6.50000 3997.50| 6.00000 3690.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0070 1043.50 64.000 m2 | 7.72000 494.08| 6.00000 384.00| 2.00000 128.00
RIPRAP FILTER FABRIC | | |
0071 3050.15 140.600 m3 | 226.33000 31822.00| 260.00000 36556.00| 280.00000 39368.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0072 3051.10 9315.000 kg | 1.33000 12388.95| 1.30000 12109.50| 1.50000 13972.50
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0073 6000.10 70.000 LS | 2078.00000 2078.00| 9000.00000 9000.00| 10000.00000 10000.00
ABUTMENT NO.1 EXCAVATION | | |
0074 6000.11 70.000 LS | 2052.00000 2052.00| 7000.00000 7000.00| 10000.00000 10000.00
ABUTMENT NO.2 EXCAVATION | | |
0075 6005.60 44.000 EACH| 87.32000 3842.08| 200.00000 8800.00| 60.00000 2640.00
ELASTOMERIC BEARING | | |
0076 6010.22 71.900 m3 | 386.62000 27797.98| 500.00000 35950.00| 420.00000 30198.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0077 6010.26 84.900 m3 | 430.26000 36529.07| 425.00000 36082.50| 360.00000 30564.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0078 6011.11 93.300 LS | 90260.00000 90260.00| 115000.00000 115000.00| 101000.00000 101000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 115+62.00 | | |
0079 6040.00 1.000 EACH| 30037.00000 30037.00| 30000.00000 30000.00| 65000.00000 65000.00
REMOVE STRUCTURE AT STA. 115+61.4 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F02 -8
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1206X COUNTIES : SEWARD
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 1 ) 0049 |( 2 ) 1742 |( 3 ) 0880
|HAWKINS CONSTRUCTION COMPAN |HERBST CONSTRUCTION, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0080 6105.01 34.000 Mg | 30.09000 1023.06| 40.00000 1360.00| 32.00000 1088.00
ROCK RIPRAP, TYPE A | | |
0081 6105.02 215.000 Mg | 29.03000 6241.45| 32.00000 6880.00| 32.00000 6880.00
ROCK RIPRAP, TYPE B | | |
0082 6131.50 12555.000 kg | 1.34000 16823.70| 1.30000 16321.50| 1.30000 16321.50
EPOXY COATED REINFORCING STEEL | | |
0083 6139.50 53.000 m2 | 25.20000 1335.60| 30.00000 1590.00| 40.00000 2120.00
SUBSURFACE DRAINAGE MATTING | | |
0084 6200.00 643.100 m | 80.50000 51769.55| 95.00000 61094.50| 100.00000 64310.00
CONCRETE PILING | | |
0085 6310.00 335.400 m2 | 105.97000 35542.34| 125.00000 41925.00| 140.00000 46956.00
STEEL SHEET PILING | | |
0086 8091.00 125.000 m3 | 23.76000 2970.00| 35.00000 4375.00| 32.00000 4000.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 394,929.81| $ 468,425.50| $ 488,236.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 7 GUARDRAIL
| | |
0087 0030.70 LUMP| 212.00000 212.00| 1000.00000 1000.00| 200.00000 200.00
MOBILIZATION | | |
0088 7011.20 95.250 m | 47.98000 4570.10| 40.78000 3884.30| 41.00000 3905.25
W-BEAM GUARDRAIL | | |
0089 7020.00 8.000 EACH| 3007.00000 24056.00| 2556.00000 20448.00| 2600.00000 20800.00
BRIDGE APPROACH SECTIONS | | |
0090 7021.58 4.000 EACH| 1621.00000 6484.00| 1378.00000 5512.00| 1400.00000 5600.00
GUARDRAIL END TREATMENT, SRT-75 | | |
0091 7024.27 4.000 EACH| 1847.00000 7388.00| 1570.00000 6280.00| 1600.00000 6400.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 42,710.10| $ 37,124.30| $ 36,905.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 9 BITUMINOUS
| | |
0092 L010.00 51.600 m2 | 8.24000 425.18| 7.00000 361.20| 8.00000 412.80
SODDING | | |
0093 P402.15 19.300 m | 45.06000 869.66| 71.10000 1372.23| 71.10000 1372.23
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0094 0002.55 4.750 StaM| 75.00000 356.25| 100.00000 475.00| 64.00000 304.00
OVERLAY BROKEN LINES | | |
0095 0030.30 LUMP| 10550.00000 10550.00| 16000.00000 16000.00| 8000.00000 8000.00
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F02 -9
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1206X COUNTIES : SEWARD
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 1 ) 0049 |( 2 ) 1742 |( 3 ) 0880
|HAWKINS CONSTRUCTION COMPAN |HERBST CONSTRUCTION, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0096 2010.03 14.000 Mg | 38.83000 543.62| 33.40000 467.60| 33.40000 467.60
CRUSHED ROCK SURFACE COURSE | | |
0097 3014.11 46.000 m | 69.42000 3193.32| 65.30000 3003.80| 65.30000 3003.80
COMBINATION CONCRETE CLASS 47B-25 CURB | | |
AND GUTTER | | |
0098 3020.24 11.000 m2 | 42.48000 467.28| 45.90000 504.90| 45.90000 504.90
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0099 3040.12 18.000 m2 | 152.95000 2753.10| 112.70000 2028.60| 112.70000 2028.60
CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | |
DEPTH | | |
0100 4024.74 1.000 EACH| 1784.00000 1784.00| 1072.20000 1072.20| 1072.20000 1072.20
CONCRETE FLUME, TYPE V | | |
0101 7503.04 60.000 m | 14.82000 889.20| 12.60000 756.00| 12.60000 756.00
100 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0102 8111.00 11.679 StaM| 662.39000 7736.05| 562.50000 6569.44| 570.00000 6657.03
SHOULDER SUBGRADE PREPARATION | | |
0103 9005.00 50.000 Mg | 58.83000 2941.50| 50.00000 2500.00| 51.00000 2550.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP3(12.5) | | |
0104 9005.35 2650.000 Mg | 35.30000 93545.00| 30.00000 79500.00| 30.50000 80825.00
ASPHALTIC CONCRETE, TYPE SP3(12.5) | | |
0105 9009.00 142.000 m2 | 6.15000 873.30| 5.23000 742.66| 5.30000 752.60
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0106 9021.08 145.800 Mg | 294.13000 42884.15| 250.00000 36450.00| 260.00000 37908.00
PERFORMANCE GRADED BINDER (64-28) | | |
0107 9034.00 142.000 m2 | 2.35000 333.70| 2.00000 284.00| 2.10000 298.20
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0108 9053.00 2620.000 L | 0.29000 759.80| 0.25000 655.00| 0.30000 786.00
TACK COAT | | |
0109 9111.00 120.000 kL | 4.71000 565.20| 7.00000 840.00| 4.00000 480.00
WATER | | |
0110 9173.00 4.179 StaM| 647.00000 2703.81| 549.80000 2297.61| 560.00000 2340.24
SUBGRADE PREPARATION | | |
0111 9179.33 621.000 m2 | 5.88000 3651.48| 5.00000 3105.00| 5.10000 3167.10
COLD MILLING, CLASS 3 | | |
0112 9188.50 479.000 m2 | 29.41000 14087.39| 25.00000 11975.00| 26.00000 12454.00
SURFACING UNDER GUARDRAIL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F02 -10
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1206X COUNTIES : SEWARD
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 1 ) 0049 |( 2 ) 1742 |( 3 ) 0880
|HAWKINS CONSTRUCTION COMPAN |HERBST CONSTRUCTION, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0113 9300.52 0.418 LS | 1177.00000 1177.00| 1000.00000 1000.00| 1000.00000 1000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | |
SECTION TOTALS | $ 193,089.99| $ 171,960.24| $ 167,140.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 10 GENERAL ITEMS
| | |
0114 0001.08 1640.000 BDAY| 0.50000 820.00| 0.50000 820.00| 0.50000 820.00
BARRICADE, TYPE II | | |
0115 0001.10 3011.000 BDAY| 1.53000 4606.83| 1.30000 3914.30| 1.30000 3914.30
BARRICADE, TYPE III | | |
0116 0001.75 120.000 EACH| 3.53000 423.60| 7.00000 840.00| 0.30000 36.00
TEMPORARY SIGN DAY | | |
0117 0001.90 7600.000 EACH| 0.53000 4028.00| 0.45000 3420.00| 0.45000 3420.00
SIGN DAY | | |
0118 0002.30 300.000 m | 1.74000 522.00| 1.48000 444.00| 1.48000 444.00
PAVEMENT MARKING REMOVAL | | |
0119 0002.39 750.000 m | 3.47000 2602.50| 2.95000 2212.50| 2.95000 2212.50
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0120 0002.47 375.000 m | 2.88000 1080.00| 2.45000 918.75| 0.60000 225.00
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0121 0003.10 30.000 DAY | 212.95000 6388.50| 150.00000 4500.00| 180.00000 5400.00
FLAGGING | | |
0122 0003.50 160.020 m | 175.31000 28053.11| 150.00000 24003.00| 120.00000 19202.40
CONCRETE PROTECTION BARRIER | | |
0123 0003.56 160.020 m | 7.94000 1270.56| 10.00000 1600.20| 50.00000 8001.00
RELOCATE CONCRETE PROTECTION BARRIER | | |
0124 0003.70 4.000 EACH| 471.00000 1884.00| 400.00000 1600.00| 400.00000 1600.00
TEMPORARY RUMBLE STRIP | | |
0125 0003.75 1.000 EACH| 14089.00000 14089.00| 13000.00000 13000.00| 12000.00000 12000.00
TEMPORARY TRAFFIC SIGNAL | | |
0126 0010.04 1.000 EACH| 1765.00000 1765.00| 2000.00000 2000.00| 3000.00000 3000.00
FIELD OFFICE | | |
0127 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00
TRAINING | | |
0128 0030.00 LUMP| 588.00000 588.00| 6000.00000 6000.00| 4000.00000 4000.00
MOBILIZATION | | |
0129 9110.01 5.000 HOUR| 88.00000 440.00| 65.00000 325.00| 75.00000 375.00
RENTAL OF LOADER, FULLY OPERATED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F02 -11
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1206X COUNTIES : SEWARD
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 1 ) 0049 |( 2 ) 1742 |( 3 ) 0880
|HAWKINS CONSTRUCTION COMPAN |HERBST CONSTRUCTION, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 9110.02 5.000 HOUR| 88.00000 440.00| 65.00000 325.00| 65.00000 325.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0131 9110.03 5.000 HOUR| 88.00000 440.00| 60.00000 300.00| 45.00000 225.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0132 9110.07 5.000 HOUR| 88.00000 440.00| 50.00000 250.00| 35.00000 175.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 70,681.10| $ 67,272.75| $ 66,175.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,605,852.34| $ 1,627,525.25| $ 1,651,779.82
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F02 -12
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1206X COUNTIES : SEWARD
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 4 ) 0462 |( 5 ) 0137 |( 6 ) 2017
|WEBB CONTRACTOR, INC./L. J. |JUDDS BROS. CONSTRUCTION CO |BRB 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 L020.00 3956.000 m2 | 1.54000 6092.24| 1.60000 6329.60| 1.50000 5934.00
EROSION CONTROL | | |
0002 L020.01 79.000 m2 | 7.40000 584.60| 8.50000 671.50| 5.75000 454.25
EROSION CONTROL, TYPE A | | |
0003 L022.25 993.000 m | 10.65000 10575.45| 10.50000 10426.50| 10.00000 9930.00
FABRIC SILT FENCE, TYPE COIR FIBER | | |
0004 0030.10 LUMP| 750.00000 750.00| 5800.00000 5800.00| 750.00000 750.00
MOBILIZATION | | |
0005 1009.00 LUMP| 11850.00000 11850.00| 11850.00000 11850.00| 11850.00000 11850.00
GENERAL CLEARING AND GRUBBING | | |
0006 1011.00 593.000 kL | 2.65000 1571.45| 2.65000 1571.45| 2.65000 1571.45
WATER | | |
0007 1012.00 28.000 EACH| 65.00000 1820.00| 65.00000 1820.00| 65.00000 1820.00
RIGHT-OF-WAY MARKERS | | |
0008 1030.00 11845.000 m3 | 5.51000 65265.95| 5.55000 65739.75| 5.51000 65265.95
EARTHWORK MEASURED IN EMBANKMENT | | |
0009 1101.00 5493.000 m2 | 5.32000 29222.76| 5.35000 29387.55| 5.32000 29222.76
REMOVE PAVEMENT | | |
0010 1102.00 714.300 m2 | 4.74000 3385.78| 4.74000 3385.78| 4.74000 3385.78
REMOVE ASPHALT SURFACE | | |
0011 1106.00 196.000 m2 | 5.82000 1140.72| 5.90000 1156.40| 5.82000 1140.72
REMOVE DRIVEWAY | | |
0012 1701.24 11.500 m | 57.83000 665.05| 58.00000 667.00| 57.83000 665.05
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0013 7017.00 330.500 m | 6.53000 2158.17| 6.60000 2181.30| 6.00000 1983.00
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 135,082.17| $ 140,986.83| $ 133,972.96
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0014 P130.15 8.500 m | 54.00000 459.00| 55.00000 467.50| 54.00000 459.00
375 mm CULVERT PIPE, TYPE 3 | | |
0015 0030.30 LUMP| 3000.00000 3000.00| 3300.00000 3300.00| 1000.00000 1000.00
MOBILIZATION | | |
0016 1030.00 43.000 m3 | 16.00000 688.00| 16.00000 688.00| 8.00000 344.00
EARTHWORK MEASURED IN EMBANKMENT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F02 -13
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1206X COUNTIES : SEWARD
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 4 ) 0462 |( 5 ) 0137 |( 6 ) 2017
|WEBB CONTRACTOR, INC./L. J. |JUDDS BROS. CONSTRUCTION CO |BRB CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0017 1043.50 22.200 m2 | 2.60000 57.72| 3.00000 66.60| 2.50000 55.50
RIPRAP FILTER FABRIC | | |
0018 3016.62 135.800 m2 | 34.50000 4685.10| 35.00000 4753.00| 40.00000 5432.00
155 mm CONCRETE CLASS 47B-20 BIKEWAY | | |
0019 6105.02 15.680 Mg | 43.60000 683.65| 45.00000 705.60| 34.00000 533.12
ROCK RIPRAP, TYPE B | | |
SECTION TOTALS | $ 9,573.47| $ 9,980.70| $ 7,823.62
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0020 P300.48 31.800 m | 194.00000 6169.20| 195.00000 6201.00| 190.00000 6042.00
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0021 P402.30 45.100 m | 118.00000 5321.80| 120.00000 5412.00| 130.00000 5863.00
750 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0022 P700.15 30.100 m | 63.00000 1896.30| 65.00000 1956.50| 155.00000 4665.50
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0023 0030.40 LUMP| 4000.00000 4000.00| 5500.00000 5500.00| 500.00000 500.00
MOBILIZATION | | |
0024 1043.50 12.000 m2 | 2.60000 31.20| 2.75000 33.00| 7.00000 84.00
RIPRAP FILTER FABRIC | | |
0025 4002.00 342.000 kg | 3.60000 1231.20| 3.75000 1282.50| 2.40000 820.80
CAST IRON COVER AND FRAME | | |
0026 4004.50 304.000 kg | 3.10000 942.40| 3.25000 988.00| 2.30000 699.20
CAST IRON GRATE AND FRAME | | |
0027 4035.00 2.000 EACH| 200.00000 400.00| 200.00000 400.00| 113.00000 226.00
REMOVE FLARED-END SECTION | | |
0028 4050.01 170.000 m3 | 12.00000 2040.00| 12.00000 2040.00| 27.00000 4590.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0029 4100.06 0.400 m3 | 551.00000 220.40| 551.00000 220.40| 820.00000 328.00
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0030 4105.59 24.100 m3 | 481.00000 11592.10| 481.00000 11592.10| 610.00000 14701.00
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0031 4107.50 1.400 m3 | 351.00000 491.40| 351.00000 491.40| 640.00000 896.00
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
SPLASH BASIN | | |
0032 4150.00 29.000 kg | 2.40000 69.60| 2.50000 72.50| 1.60000 46.40
REINFORCING STEEL FOR HEADWALL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F02 -14
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1206X COUNTIES : SEWARD
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 4 ) 0462 |( 5 ) 0137 |( 6 ) 2017
|WEBB CONTRACTOR, INC./L. J. |JUDDS BROS. CONSTRUCTION CO |BRB CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0033 4154.50 33.500 kg | 2.40000 80.40| 2.50000 83.75| 1.50000 50.25
REINFORCING STEEL FOR SPLASH BASIN | | |
0034 4155.50 783.500 kg | 2.40000 1880.40| 2.50000 1958.75| 1.60000 1253.60
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0035 4200.48 1.000 EACH| 6042.00000 6042.00| 6042.00000 6042.00| 5260.00000 5260.00
1200 mm AUTOMATIC FLOOD CONTROL GATE | | |
0036 4310.48 1.000 EACH| 1062.00000 1062.00| 1062.00000 1062.00| 900.00000 900.00
1200 mm FLARED-END SECTION | | |
0037 6105.02 6.100 Mg | 44.00000 268.40| 44.00000 268.40| 35.00000 213.50
ROCK RIPRAP, TYPE B | | |
SECTION TOTALS | $ 43,738.80| $ 45,604.30| $ 47,139.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4A CONCRETE BOX CULVERT AT STA. 5+40.0 TRIPLE 3.0 m X 2.4 m X 29.8 m CONCRETE BOX CULVERT
| | |
0038 0030.40 LUMP| 3500.00000 3500.00| 5300.00000 5300.00| 3500.00000 3500.00
MOBILIZATION | | |
0039 4051.01 89.000 m3 | 25.00000 2225.00| 18.00000 1602.00| 25.00000 2225.00
EXCAVATION FOR BOX CULVERTS | | |
0040 4101.06 266.560 m3 | 365.00000 97294.40| 315.00000 83966.40| 365.00000 97294.40
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0041 4151.00 16292.000 kg | 1.30000 21179.60| 1.20000 19550.40| 1.30000 21179.60
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 124,199.00| $ 110,418.80| $ 124,199.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 5 SEEDING
| | |
0042 L001.02 0.760 ha | 2704.00000 2055.04| 1580.00000 1200.80| 1400.00000 1064.00
SEEDING, TYPE B | | |
0043 L032.80 1.710 Mg | 560.00000 957.60| 900.00000 1539.00| 900.00000 1539.00
HYDROMULCH | | |
0044 0030.50 LUMP| 150.00000 150.00| 550.00000 550.00| 400.00000 400.00
MOBILIZATION | | |
SECTION TOTALS | $ 3,162.64| $ 3,289.80| $ 3,003.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 6 BRIDGE AT STA. 2+70.00 1-14.60 M AND 2-11.00 M SPANS PRES CONC INVERTED TEE GIRDER
| | |
0045 0030.60 LUMP| 35000.00000 35000.00| 13250.00000 13250.00| 64000.00000 64000.00
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F02 -15
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1206X COUNTIES : SEWARD
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 4 ) 0462 |( 5 ) 0137 |( 6 ) 2017
|WEBB CONTRACTOR, INC./L. J. |JUDDS BROS. CONSTRUCTION CO |BRB CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0046 1010.01 1085.000 m3 | 5.25000 5696.25| 8.00000 8680.00| 9.00000 9765.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0047 1043.50 99.000 m2 | 2.40000 237.60| 4.00000 396.00| 2.40000 237.60
RIPRAP FILTER FABRIC | | |
0048 3050.15 144.200 m3 | 229.00000 33021.80| 325.00000 46865.00| 260.00000 37492.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0049 3051.10 9515.000 kg | 1.43000 13606.45| 1.75000 16651.25| 1.50000 14272.50
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0050 6000.10 70.000 LS | 7500.00000 7500.00| 4500.00000 4500.00| 7000.00000 7000.00
ABUTMENT NO.1 EXCAVATION | | |
0051 6000.11 70.000 LS | 7500.00000 7500.00| 4500.00000 4500.00| 7000.00000 7000.00
ABUTMENT NO.2 EXCAVATION | | |
0052 6001.50 30.000 LS | 10000.00000 10000.00| 4500.00000 4500.00| 15000.00000 15000.00
BENT NO.1 EXCAVATION | | |
0053 6001.51 35.000 LS | 10000.00000 10000.00| 4500.00000 4500.00| 15000.00000 15000.00
BENT NO.2 EXCAVATION | | |
0054 6005.60 132.000 EACH| 50.00000 6600.00| 42.50000 5610.00| 70.00000 9240.00
ELASTOMERIC BEARING | | |
0055 6010.22 200.700 m3 | 392.50000 78774.75| 800.00000 160560.00| 480.00000 96336.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0056 6010.26 106.200 m3 | 392.50000 41683.50| 800.00000 84960.00| 380.00000 40356.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0057 6011.11 101.600 LS | 113000.00000 113000.00| 121500.00000 121500.00| 132000.00000 132000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 2+70.0 | | |
0058 6040.00 1.000 EACH| 30000.00000 30000.00| 10500.00000 10500.00| 48000.00000 48000.00
REMOVE STRUCTURE AT STA. 2+74.9 | | |
0059 6080.00 475.000 kg | 5.51000 2617.25| 6.25000 2968.75| 8.00000 3800.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0060 6105.01 86.000 Mg | 33.07000 2844.02| 56.00000 4816.00| 32.00000 2752.00
ROCK RIPRAP, TYPE A | | |
0061 6105.02 235.000 Mg | 30.86000 7252.10| 55.00000 12925.00| 32.00000 7520.00
ROCK RIPRAP, TYPE B | | |
0062 6131.50 28180.000 kg | 1.32000 37197.60| 1.00000 28180.00| 1.70000 47906.00
EPOXY COATED REINFORCING STEEL | | |
0063 6139.50 52.000 m2 | 35.88000 1865.76| 25.00000 1300.00| 38.00000 1976.00
SUBSURFACE DRAINAGE MATTING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F02 -16
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1206X COUNTIES : SEWARD
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 4 ) 0462 |( 5 ) 0137 |( 6 ) 2017
|WEBB CONTRACTOR, INC./L. J. |JUDDS BROS. CONSTRUCTION CO |BRB CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0064 6210.50 1021.500 m | 85.30000 87133.95| 70.00000 71505.00| 87.00000 88870.50
PIPE PILING | | |
0065 6310.00 335.400 m2 | 118.40000 39711.36| 110.00000 36894.00| 145.00000 48633.00
STEEL SHEET PILING | | |
0066 6601.15 65.600 m | 38.00000 2492.80| 45.00000 2952.00| 38.00000 2492.80
38 mm CONDUIT IN BRIDGE | | |
0067 8091.00 110.000 m3 | 26.16000 2877.60| 60.00000 6600.00| 25.00000 2750.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 576,612.79| $ 655,113.00| $ 702,399.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 6A BRIDGE AT STA. 115+62.00 1-24.0 M SPAN PRESTRESSED CONCRETE INVERTED TEE GIRDER
| | |
0068 0030.60 LUMP| 45000.00000 45000.00| 13000.00000 13000.00| 40000.00000 40000.00
MOBILIZATION | | |
0069 1010.01 615.000 m3 | 6.54000 4022.10| 10.00000 6150.00| 9.00000 5535.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0070 1043.50 64.000 m2 | 2.39000 152.96| 4.00000 256.00| 2.40000 153.60
RIPRAP FILTER FABRIC | | |
0071 3050.15 140.600 m3 | 261.60000 36780.96| 330.00000 46398.00| 290.00000 40774.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0072 3051.10 9315.000 kg | 1.43000 13320.45| 1.80000 16767.00| 1.60000 14904.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0073 6000.10 70.000 LS | 10000.00000 10000.00| 4300.00000 4300.00| 8000.00000 8000.00
ABUTMENT NO.1 EXCAVATION | | |
0074 6000.11 70.000 LS | 10000.00000 10000.00| 4300.00000 4300.00| 8000.00000 8000.00
ABUTMENT NO.2 EXCAVATION | | |
0075 6005.60 44.000 EACH| 50.00000 2200.00| 60.00000 2640.00| 75.00000 3300.00
ELASTOMERIC BEARING | | |
0076 6010.22 71.900 m3 | 523.17000 37615.92| 1300.00000 93470.00| 600.00000 43140.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0077 6010.26 84.900 m3 | 523.17000 44417.13| 875.00000 74287.50| 400.00000 33960.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0078 6011.11 93.300 LS | 115000.00000 115000.00| 96900.00000 96900.00| 110000.00000 110000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 115+62.00 | | |
0079 6040.00 1.000 EACH| 30000.00000 30000.00| 11000.00000 11000.00| 22000.00000 22000.00
REMOVE STRUCTURE AT STA. 115+61.4 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F02 -17
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1206X COUNTIES : SEWARD
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 4 ) 0462 |( 5 ) 0137 |( 6 ) 2017
|WEBB CONTRACTOR, INC./L. J. |JUDDS BROS. CONSTRUCTION CO |BRB CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0080 6105.01 34.000 Mg | 33.09000 1125.06| 65.00000 2210.00| 35.00000 1190.00
ROCK RIPRAP, TYPE A | | |
0081 6105.02 215.000 Mg | 30.87000 6637.05| 65.00000 13975.00| 35.00000 7525.00
ROCK RIPRAP, TYPE B | | |
0082 6131.50 12555.000 kg | 1.43000 17953.65| 1.00000 12555.00| 1.73000 21720.15
EPOXY COATED REINFORCING STEEL | | |
0083 6139.50 53.000 m2 | 47.85000 2536.05| 25.00000 1325.00| 42.00000 2226.00
SUBSURFACE DRAINAGE MATTING | | |
0084 6200.00 643.100 m | 98.50000 63345.35| 70.00000 45017.00| 88.00000 56592.80
CONCRETE PILING | | |
0085 6310.00 335.400 m2 | 129.20000 43333.68| 110.00000 36894.00| 135.00000 45279.00
STEEL SHEET PILING | | |
0086 8091.00 125.000 m3 | 26.16000 3270.00| 60.00000 7500.00| 25.00000 3125.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 486,710.36| $ 488,944.50| $ 467,424.55
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 7 GUARDRAIL
| | |
0087 0030.70 LUMP| 180.00000 180.00| 1750.00000 1750.00| 180.00000 180.00
MOBILIZATION | | |
0088 7011.20 95.250 m | 40.78000 3884.30| 41.00000 3905.25| 40.78000 3884.30
W-BEAM GUARDRAIL | | |
0089 7020.00 8.000 EACH| 2556.00000 20448.00| 2556.00000 20448.00| 2556.00000 20448.00
BRIDGE APPROACH SECTIONS | | |
0090 7021.58 4.000 EACH| 1378.00000 5512.00| 1378.00000 5512.00| 1378.00000 5512.00
GUARDRAIL END TREATMENT, SRT-75 | | |
0091 7024.27 4.000 EACH| 1570.00000 6280.00| 1570.00000 6280.00| 1570.00000 6280.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 36,304.30| $ 37,895.25| $ 36,304.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 9 BITUMINOUS
| | |
0092 L010.00 51.600 m2 | 10.00000 516.00| 7.00000 361.20| 7.00000 361.20
SODDING | | |
0093 P402.15 19.300 m | 71.10000 1372.23| 71.50000 1379.95| 71.10000 1372.23
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0094 0002.55 4.750 StaM| 64.00000 304.00| 64.00000 304.00| 64.00000 304.00
OVERLAY BROKEN LINES | | |
0095 0030.30 LUMP| 9894.40000 9894.40| 14250.00000 14250.00| 9894.00000 9894.00
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F02 -18
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1206X COUNTIES : SEWARD
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 4 ) 0462 |( 5 ) 0137 |( 6 ) 2017
|WEBB CONTRACTOR, INC./L. J. |JUDDS BROS. CONSTRUCTION CO |BRB CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0096 2010.03 14.000 Mg | 33.40000 467.60| 33.50000 469.00| 33.40000 467.60
CRUSHED ROCK SURFACE COURSE | | |
0097 3014.11 46.000 m | 65.30000 3003.80| 65.50000 3013.00| 65.30000 3003.80
COMBINATION CONCRETE CLASS 47B-25 CURB | | |
AND GUTTER | | |
0098 3020.24 11.000 m2 | 45.90000 504.90| 46.00000 506.00| 45.90000 504.90
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0099 3040.12 18.000 m2 | 112.70000 2028.60| 115.00000 2070.00| 112.70000 2028.60
CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | |
DEPTH | | |
0100 4024.74 1.000 EACH| 1072.20000 1072.20| 1072.20000 1072.20| 1072.20000 1072.20
CONCRETE FLUME, TYPE V | | |
0101 7503.04 60.000 m | 12.60000 756.00| 12.60000 756.00| 12.60000 756.00
100 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0102 8111.00 11.679 StaM| 562.50000 6569.44| 562.50000 6569.44| 562.07000 6564.42
SHOULDER SUBGRADE PREPARATION | | |
0103 9005.00 50.000 Mg | 50.00000 2500.00| 50.00000 2500.00| 50.00000 2500.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP3(12.5) | | |
0104 9005.35 2650.000 Mg | 30.00000 79500.00| 30.00000 79500.00| 30.00000 79500.00
ASPHALTIC CONCRETE, TYPE SP3(12.5) | | |
0105 9009.00 142.000 m2 | 5.23000 742.66| 5.50000 781.00| 5.23000 742.66
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0106 9021.08 145.800 Mg | 250.00000 36450.00| 250.00000 36450.00| 250.00000 36450.00
PERFORMANCE GRADED BINDER (64-28) | | |
0107 9034.00 142.000 m2 | 2.00000 284.00| 2.00000 284.00| 2.00000 284.00
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0108 9053.00 2620.000 L | 0.25000 655.00| 0.25000 655.00| 0.25000 655.00
TACK COAT | | |
0109 9111.00 120.000 kL | 3.50000 420.00| 5.00000 600.00| 5.00000 600.00
WATER | | |
0110 9173.00 4.179 StaM| 549.80000 2297.61| 550.00000 2298.45| 549.73000 2297.32
SUBGRADE PREPARATION | | |
0111 9179.33 621.000 m2 | 5.00000 3105.00| 5.00000 3105.00| 5.00000 3105.00
COLD MILLING, CLASS 3 | | |
0112 9188.50 479.000 m2 | 25.00000 11975.00| 25.00000 11975.00| 25.00000 11975.00
SURFACING UNDER GUARDRAIL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F02 -19
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1206X COUNTIES : SEWARD
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 4 ) 0462 |( 5 ) 0137 |( 6 ) 2017
|WEBB CONTRACTOR, INC./L. J. |JUDDS BROS. CONSTRUCTION CO |BRB CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0113 9300.52 0.418 LS | 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | |
SECTION TOTALS | $ 165,418.44| $ 169,899.24| $ 165,437.93
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 10 GENERAL ITEMS
| | |
0114 0001.08 1640.000 BDAY| 0.50000 820.00| 0.50000 820.00| 0.50000 820.00
BARRICADE, TYPE II | | |
0115 0001.10 3011.000 BDAY| 1.30000 3914.30| 1.30000 3914.30| 1.30000 3914.30
BARRICADE, TYPE III | | |
0116 0001.75 120.000 EACH| 5.00000 600.00| 7.00000 840.00| 6.00000 720.00
TEMPORARY SIGN DAY | | |
0117 0001.90 7600.000 EACH| 0.45000 3420.00| 0.45000 3420.00| 0.45000 3420.00
SIGN DAY | | |
0118 0002.30 300.000 m | 1.48000 444.00| 1.50000 450.00| 1.48000 444.00
PAVEMENT MARKING REMOVAL | | |
0119 0002.39 750.000 m | 2.95000 2212.50| 3.00000 2250.00| 2.95000 2212.50
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0120 0002.47 375.000 m | 2.45000 918.75| 2.50000 937.50| 2.45000 918.75
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0121 0003.10 30.000 DAY | 185.00000 5550.00| 150.00000 4500.00| 225.00000 6750.00
FLAGGING | | |
0122 0003.50 160.020 m | 170.00000 27203.40| 160.00000 25603.20| 180.00000 28803.60
CONCRETE PROTECTION BARRIER | | |
0123 0003.56 160.020 m | 12.00000 1920.24| 25.00000 4000.50| 8.00000 1280.16
RELOCATE CONCRETE PROTECTION BARRIER | | |
0124 0003.70 4.000 EACH| 400.00000 1600.00| 400.00000 1600.00| 400.00000 1600.00
TEMPORARY RUMBLE STRIP | | |
0125 0003.75 1.000 EACH| 11975.00000 11975.00| 11975.00000 11975.00| 15000.00000 15000.00
TEMPORARY TRAFFIC SIGNAL | | |
0126 0010.04 1.000 EACH| 2500.00000 2500.00| 2500.00000 2500.00| 3800.00000 3800.00
FIELD OFFICE | | |
0127 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00
TRAINING | | |
0128 0030.00 LUMP| 20000.00000 20000.00| 2100.00000 2100.00| 0.00000 0.00
MOBILIZATION | | |
0129 9110.01 5.000 HOUR| 65.00000 325.00| 75.00000 375.00| 60.00000 300.00
RENTAL OF LOADER, FULLY OPERATED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/11/02
PAGE : F02 -20
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1206X COUNTIES : SEWARD
LETTING DATE : 10/10/02 1:30 PM DISTRICT : 1
====================================================================================================================================
|( 4 ) 0462 |( 5 ) 0137 |( 6 ) 2017
|WEBB CONTRACTOR, INC./L. J. |JUDDS BROS. CONSTRUCTION CO |BRB CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 9110.02 5.000 HOUR| 65.00000 325.00| 85.00000 425.00| 60.00000 300.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0131 9110.03 5.000 HOUR| 55.00000 275.00| 50.00000 250.00| 54.00000 270.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0132 9110.07 5.000 HOUR| 45.00000 225.00| 45.00000 225.00| 50.00000 250.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 85,028.19| $ 66,985.50| $ 71,603.31
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,665,830.16| $ 1,729,117.92| $ 1,759,307.32
====================================================================================================================================
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