| Back to Bid Tabs |
Last Updated:
12/20/2002
|
|
December 19, 2002
Contract Letting
|
|
NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : 2 VENDOR RANKING CALL ORDER : N15 CONTRACT ID : 4503A COUNTIES : GREELEY HOWARD LETTING DATE : 12/19/02 DISTRICT : 4 CONTRACT DESCRIPTION : PROJECT(S) : F-22-4(1006) N-22, WOLBACH WEST -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0462 L. J. WEBB CONTRACTOR, INC. $ 2,308,111.47 100.0000% 2 0880 CHRISTENSEN BROS., INC. $ 2,495,524.92 108.1198% NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : N15 -3 TABULATION OF BIDS CALL ORDER : N15 CONTRACT ID : 4503A COUNTIES : GREELEY HOWARD LETTING DATE : 12/19/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0462 |( 2 ) 0880 |( ) |WEBB CONTRACTOR, INC./L. J. |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 0030.10 LUMP| 3000.00000 3000.00| 10000.00000 10000.00| MOBILIZATION | | | 0002 1000.00 8.000 EACH| 150.00000 1200.00| 160.00000 1280.00| LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 17000.00000 17000.00| 20000.00000 20000.00| GENERAL CLEARING AND GRUBBING | | | 0004 1010.00 208605.000 m3 | 1.14000 237809.70| 1.20000 250326.00| EXCAVATION | | | 0005 1010.01 4072.000 m3 | 1.30000 5293.60| 1.40000 5700.80| EXCAVATION (ESTABLISHED QUANTITY) | | | 0006 1011.00 7600.000 kL | 4.00000 30400.00| 4.00000 30400.00| WATER | | | 0007 1012.00 116.000 EACH| 65.00000 7540.00| 60.00000 6960.00| RIGHT-OF-WAY MARKERS | | | 0008 1101.00 256.000 m2 | 5.86000 1500.16| 5.00000 1280.00| REMOVE PAVEMENT | | | 0009 1102.00 4266.000 m2 | 4.43000 18898.38| 4.20000 17917.20| REMOVE ASPHALT SURFACE | | | 0010 1124.00 1.000 EACH| 500.00000 500.00| 1000.00000 1000.00| REMOVE BUILDING AT STA. 1008+16 TO STA. | | | 1008+20 RT. | | | 0011 1124.01 1.000 EACH| 500.00000 500.00| 1000.00000 1000.00| REMOVE BUILDING AT STA. 1008+45 TO STA. | | | 1008+59 RT. | | | 0012 1125.00 1.000 EACH| 500.00000 500.00| 1000.00000 1000.00| CLEAR TRACT AT STA. 1008+00 TO STA. | | | 1008+75 RT. | | | 0013 1125.01 1.000 EACH| 200.00000 200.00| 500.00000 500.00| CLEAR TRACT AT STA. 1007+04 TO STA. | | | 1008+85 LT. | | | 0014 1701.24 128.600 m | 45.00000 5787.00| 46.00000 5915.60| 600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0015 7017.00 102.800 m | 5.00000 514.00| 6.00000 616.80| REMOVE GUARDRAIL | | | 0016 7017.50 2680.290 m | 6.00000 16081.74| 7.00000 18762.03| REMOVE & SALVAGE GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : N15 -4 TABULATION OF BIDS CALL ORDER : N15 CONTRACT ID : 4503A COUNTIES : GREELEY HOWARD LETTING DATE : 12/19/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0462 |( 2 ) 0880 |( ) |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 L006.00 51.000 ha | 75.00000 3825.00| 80.00000 4080.00| COVER CROP SEEDING | | | 0018 L006.50 0.620 ha | 1750.00000 1085.00| 4000.00000 2480.00| TEMPORARY SEEDING | | | 0019 L020.00 7504.000 m2 | 1.49000 11180.96| 1.52000 11406.08| EROSION CONTROL | | | 0020 L020.01 12159.000 m2 | 4.96000 60308.64| 5.05000 61402.95| EROSION CONTROL, TYPE A | | | 0021 L020.08 4119.000 m2 | 4.98000 20512.62| 5.05000 20800.95| EROSION CONTROL, TYPE AA | | | 0022 L020.09 3331.000 m2 | 13.50000 44968.50| 10.05000 33476.55| EROSION CONTROL, TYPE AAA | | | 0023 L020.10 4057.000 m2 | 1.60000 6491.20| 1.60000 6491.20| EROSION CONTROL, TYPE HV | | | 0024 L021.00 180.000 BALE| 15.00000 2700.00| 11.00000 1980.00| EROSION CHECKS | | | 0025 L021.01 454.000 BALE| 16.00000 7264.00| 13.00000 5902.00| EROSION CHECKS, TYPE A | | | 0026 L021.06 188.000 BALE| 13.00000 2444.00| 12.00000 2256.00| EROSION CHECKS, TYPE HV | | | 0027 L021.21 144.000 BALE| 13.00000 1872.00| 13.00000 1872.00| EROSION CHECKS, TYPE AA | | | 0028 L021.22 44.000 BALE| 13.00000 572.00| 30.00000 1320.00| EROSION CHECKS, TYPE AAA | | | 0029 L022.11 1720.000 m | 6.00000 10320.00| 7.30000 12556.00| FABRIC SILT FENCE-LOW POROSITY | | | 0030 L022.75 1488.000 m | 22.00000 32736.00| 13.10000 19492.80| TEMPORARY SILT CHECK | | | 0031 L032.80 2.400 Mg | 2000.00000 4800.00| 1600.00000 3840.00| HYDROMULCH | | | SECTION TOTALS | $ 557,804.50| $ 562,014.96| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0032 0030.40 LUMP| 13000.00000 13000.00| 10000.00000 10000.00| MOBILIZATION | | | 0033 1043.50 425.000 m2 | 2.00000 850.00| 1.55000 658.75| RIPRAP FILTER FABRIC | | | 0034 4005.00 158.000 kg | 3.50000 553.00| 2.80000 442.40| CAST IRON RING AND COVER | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : N15 -5 TABULATION OF BIDS CALL ORDER : N15 CONTRACT ID : 4503A COUNTIES : GREELEY HOWARD LETTING DATE : 12/19/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0462 |( 2 ) 0880 |( ) |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 4016.00 1.000 EACH| 2500.00000 2500.00| 2000.00000 2000.00| MANHOLE AT STA. 1044+83 RT. | | | 0036 4035.00 17.000 EACH| 95.00000 1615.00| 150.00000 2550.00| REMOVE FLARED-END SECTION | | | 0037 4040.00 9.000 EACH| 160.00000 1440.00| 190.00000 1710.00| REMOVE HEADWALLS FROM CULVERTS | | | 0038 4044.00 1.000 EACH| 2000.00000 2000.00| 1900.00000 1900.00| PREPARATION OF STRUCTURE AT STA. | | | 1002+14.2 | | | 0039 4044.01 1.000 EACH| 2000.00000 2000.00| 1500.00000 1500.00| PREPARATION OF STRUCTURE AT STA. | | | 1026+76.7 | | | 0040 4045.00 1.000 EACH| 2500.00000 2500.00| 600.00000 600.00| REMOVE STRUCTURE AT STA. 1021+25 LT. | | | 0041 4050.01 2169.000 m3 | 8.50000 18436.50| 8.00000 17352.00| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0042 4051.01 175.000 m3 | 11.00000 1925.00| 15.00000 2625.00| EXCAVATION FOR BOX CULVERTS | | | 0043 4100.06 2.200 m3 | 575.00000 1265.00| 700.00000 1540.00| CLASS 47B-20 OR AX-20 CONCRETE FOR | | | HEADWALL | | | 0044 4101.06 168.230 m3 | 320.00000 53833.60| 310.00000 52151.30| CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0045 4150.00 119.000 kg | 1.00000 119.00| 2.20000 261.80| REINFORCING STEEL FOR HEADWALL | | | 0046 4151.00 11349.000 kg | 0.65000 7376.85| 1.60000 18158.40| REINFORCING STEEL FOR BOX CULVERT | | | 0047 4310.24 18.000 EACH| 175.00000 3150.00| 200.00000 3600.00| 600 mm FLARED-END SECTION | | | 0048 4310.30 9.000 EACH| 315.00000 2835.00| 280.00000 2520.00| 750 mm FLARED-END SECTION | | | 0049 4310.36 4.000 EACH| 310.00000 1240.00| 410.00000 1640.00| 900 mm FLARED-END SECTION | | | 0050 4310.42 3.000 EACH| 625.00000 1875.00| 760.00000 2280.00| 1050 mm FLARED-END SECTION | | | 0051 4310.48 2.000 EACH| 650.00000 1300.00| 800.00000 1600.00| 1200 mm FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : N15 -6 TABULATION OF BIDS CALL ORDER : N15 CONTRACT ID : 4503A COUNTIES : GREELEY HOWARD LETTING DATE : 12/19/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0462 |( 2 ) 0880 |( ) |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 4310.60 2.000 EACH| 975.00000 1950.00| 1200.00000 2400.00| 1500 mm FLARED-END SECTION | | | 0053 4670.05 176.000 m3 | 95.00000 16720.00| 90.00000 15840.00| CULVERT SANDFILL | | | 0054 4850.42 30.000 m | 521.00000 15630.00| 600.00000 18000.00| JACKING 1050 mm CULVERT PIPE, TYPE 2 | | | CLASS V | | | 0055 4850.60 56.000 m | 1204.00000 67424.00| 1330.00000 74480.00| JACKING 1500 mm CULVERT PIPE, TYPE 2 | | | CLASS V | | | 0056 6105.02 457.000 Mg | 32.50000 14852.50| 37.00000 16909.00| ROCK RIPRAP, TYPE B | | | 0057 P120.42 35.000 m | 250.00000 8750.00| 270.00000 9450.00| 1050 mm CULVERT PIPE TYPE 2 | | | 0058 P120.60 22.500 m | 500.00000 11250.00| 490.00000 11025.00| 1500 mm CULVERT PIPE, TYPE 2 | | | 0059 P129.42 30.000 m | 210.00000 6300.00| 270.00000 8100.00| 1050 mm CULVERT PIPE, TYPE 2 CLASS V | | | 0060 P129.60 56.000 m | 400.00000 22400.00| 460.00000 25760.00| 1500 mm CULVERT PIPE, TYPE 2 CLASS V | | | 0061 P300.24 114.000 m | 55.00000 6270.00| 70.00000 7980.00| 600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0062 P300.30 59.700 m | 80.00000 4776.00| 95.00000 5671.50| 750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0063 P300.36 36.000 m | 90.00000 3240.00| 102.00000 3672.00| 900 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0064 P300.48 52.700 m | 155.00000 8168.50| 140.00000 7378.00| 1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0065 P402.24 300.400 m | 55.00000 16522.00| 72.00000 21628.80| 600 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0066 P402.30 28.500 m | 80.00000 2280.00| 95.00000 2707.50| 750 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0067 P406.42 12.000 m | 140.00000 1680.00| 150.00000 1800.00| 1050 mm CULVERT PIPE, TYPE 2,3,4 OR 5 | | | 0068 P600.30 42.400 m | 80.00000 3392.00| 100.00000 4240.00| 750 mm CULVERT PIPE, TYPE 2, 3, 4, 5, 7 | | | OR 8 | | | SECTION TOTALS | $ 331,418.95| $ 362,131.45| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 5 SEEDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : N15 -7 TABULATION OF BIDS CALL ORDER : N15 CONTRACT ID : 4503A COUNTIES : GREELEY HOWARD LETTING DATE : 12/19/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0462 |( 2 ) 0880 |( ) |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 0030.50 LUMP| 550.00000 550.00| 3000.00000 3000.00| MOBILIZATION | | | 0070 L001.01 48.000 ha | 1084.00000 52032.00| 1200.00000 57600.00| SEEDING, TYPE A | | | 0071 L001.02 3.240 ha | 887.00000 2873.88| 965.00000 3126.60| SEEDING, TYPE B | | | 0072 L032.75 240.000 Mg | 61.00000 14640.00| 80.00000 19200.00| MULCH | | | SECTION TOTALS | $ 70,095.88| $ 82,926.60| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 6 BRIDGE AT STA. 1041+66 2-14 M & 1-22 M SPANS PRESTRESSED GIRDER BRIDGE | | | 0073 0030.60 LUMP| | | MOBILIZATION | | | 0074 1030.00 90.000 m3 | | | EARTHWORK MEASURED IN EMBANKMENT | | | 0075 1043.50 212.000 m2 | | | RIPRAP FILTER FABRIC | | | 0076 3050.15 127.200 m3 | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0077 3051.10 8947.000 kg | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0078 6000.10 17.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0079 6000.11 58.500 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0080 6001.50 45.700 LS | | | BENT NO.1 EXCAVATION | | | 0081 6001.51 24.400 LS | | | BENT NO.2 EXCAVATION | | | 0082 6005.35 23.000 m | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0083 6005.60 24.000 EACH| | | ELASTOMERIC BEARING | | | 0084 6010.22 147.500 m3 | | | CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0085 6010.26 156.600 m3 | | | CLASS 47BD-30 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : N15 -8 TABULATION OF BIDS CALL ORDER : N15 CONTRACT ID : 4503A COUNTIES : GREELEY HOWARD LETTING DATE : 12/19/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0462 |( 2 ) 0880 |( ) |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0086 6011.11 83.000 LS | | | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 1041+66 | | | 0087 6040.00 1.000 EACH| | | REMOVE STRUCTURE AT STA. 1041+64.45 | | | 0088 6080.00 1410.000 kg | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0089 6104.00 529.000 Mg | | | BROKEN CONCRETE RIPRAP | | | 0090 6131.50 24955.000 kg | | | EPOXY COATED REINFORCING STEEL | | | 0091 6210.50 950.400 m | | | PIPE PILING | | | 0092 6310.00 246.200 m2 | | | STEEL SHEET PILING | | | 0093 8091.00 210.000 m3 | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6A BRIDGE AT STA. 1041+66 2-14 M & 1-22 M SPANS WELDED PLATE STEEL GIRDER BRIDGE | | | 0094 0030.60 LUMP| 60000.00000 60000.00| 50000.00000 50000.00| MOBILIZATION | | | 0095 1030.00 90.000 m3 | 13.08000 1177.20| 20.00000 1800.00| EARTHWORK MEASURED IN EMBANKMENT | | | 0096 1043.50 212.000 m2 | 2.39000 506.68| 3.00000 636.00| RIPRAP FILTER FABRIC | | | 0097 3050.15 127.200 m3 | 261.59000 33274.25| 220.00000 27984.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0098 3051.10 8947.000 kg | 1.43000 12794.21| 1.10000 9841.70| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0099 6000.10 17.000 LS | 5000.00000 5000.00| 7000.00000 7000.00| ABUTMENT NO.1 EXCAVATION | | | 0100 6000.11 58.500 LS | 5000.00000 5000.00| 7000.00000 7000.00| ABUTMENT NO.2 EXCAVATION | | | 0101 6001.50 45.700 LS | 12000.00000 12000.00| 18000.00000 18000.00| BENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : N15 -9 TABULATION OF BIDS CALL ORDER : N15 CONTRACT ID : 4503A COUNTIES : GREELEY HOWARD LETTING DATE : 12/19/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0462 |( 2 ) 0880 |( ) |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0102 6001.51 24.400 LS | 12000.00000 12000.00| 18000.00000 18000.00| BENT NO.2 EXCAVATION | | | 0103 6005.35 23.000 m | 164.13000 3774.99| 200.00000 4600.00| PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0104 6005.78 12.000 EACH| 800.00000 9600.00| 900.00000 10800.00| EXPANSION BEARING, TFE TYPE | | | 0105 6005.83 4.000 EACH| 800.00000 3200.00| 900.00000 3600.00| FIXED BEARING | | | 0106 6010.22 151.400 m3 | 412.00000 62376.80| 420.00000 63588.00| CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0107 6010.26 147.100 m3 | 412.00000 60605.20| 360.00000 52956.00| CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0108 6040.00 1.000 EACH| 50000.00000 50000.00| 54000.00000 54000.00| REMOVE STRUCTURE AT STA. 1041+64.45 | | | 0109 6071.11 61490.000 LS | 103000.00000 103000.00| 105000.00000 105000.00| STEEL SUPERSTRUCTURE AT STA. 1041+66 | | | 0110 6080.00 1400.000 kg | 6.06000 8484.00| 4.00000 5600.00| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0111 6104.00 529.000 Mg | 16.53000 8744.37| 16.00000 8464.00| BROKEN CONCRETE RIPRAP | | | 0112 6131.50 24280.000 kg | 1.43000 34720.40| 1.10000 26708.00| EPOXY COATED REINFORCING STEEL | | | 0113 6210.50 874.200 m | 90.22000 78870.32| 65.00000 56823.00| PIPE PILING | | | 0114 6310.00 246.200 m2 | 129.16000 31799.19| 130.00000 32006.00| STEEL SHEET PILING | | | 0115 8091.00 210.000 m3 | 26.19000 5499.90| 28.00000 5880.00| GRANULAR BACKFILL | | | SECTION TOTALS | $ 602,427.51| $ 570,286.70| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6B BRIDGE AT STA. 2041+72.4 1-20.727 m TEMPORARY STEEL BRIDGE | | | 0116 0030.60 LUMP| 10000.00000 10000.00| 25000.00000 25000.00| MOBILIZATION | | | 0117 6000.10 10.000 LS | 2000.00000 2000.00| 24000.00000 24000.00| ABUTMENT NO.1 EXCAVATION | | | 0118 6000.11 10.000 LS | 2000.00000 2000.00| 24000.00000 24000.00| ABUTMENT NO.2 EXCAVATION | | | 0119 6041.00 1.000 EACH| 15000.00000 15000.00| 7000.00000 7000.00| REMOVE DETOUR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : N15 -10 TABULATION OF BIDS CALL ORDER : N15 CONTRACT ID : 4503A COUNTIES : GREELEY HOWARD LETTING DATE : 12/19/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0462 |( 2 ) 0880 |( ) |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 6052.00 1.000 EACH| 30000.00000 30000.00| 115000.00000 115000.00| ERECTING DETOUR BRIDGE AT STA. 2041+72. | | | 0121 6210.12 160.000 m | 88.58000 14172.80| 80.00000 12800.00| HP 250 mm X 62 kg STEEL PILING | | | 0122 6510.55 362.400 LS | 45000.00000 45000.00| 67000.00000 67000.00| TEMPORARY BRIDGE SHORING | | | SECTION TOTALS | $ 118,172.80| $ 274,800.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 7 GUARDRAIL | | | 0123 0030.70 LUMP| 756.63000 756.63| 1400.00000 1400.00| MOBILIZATION | | | 0124 7011.20 75.470 m | 55.00000 4150.85| 32.00000 2415.04| W-BEAM GUARDRAIL | | | 0125 7018.01 34.290 m | 88.00000 3017.52| 83.00000 2846.07| RESET GUARDRAIL | | | 0126 7019.50 1.000 EACH| 12000.00000 12000.00| 14000.00000 14000.00| IMPACT ATTENUATOR | | | 0127 7020.00 3.000 EACH| 1825.00000 5475.00| 2100.00000 6300.00| BRIDGE APPROACH SECTIONS | | | 0128 7022.00 1.000 EACH| 500.00000 500.00| 420.00000 420.00| END ANCHORAGE ASSEMBLY | | | 0129 7024.27 3.000 EACH| 1550.00000 4650.00| 1400.00000 4200.00| GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 30,550.00| $ 31,581.11| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 8B ELECTRICAL | | | 0130 0030.81 LUMP| 750.00000 750.00| 800.00000 800.00| MOBILIZATION | | | 0131 A001.12 5.000 EACH| 250.00000 1250.00| 260.00000 1300.00| PULL BOX, TYPE PB-5 | | | 0132 A009.14 10.000 EACH| 1780.00000 17800.00| 1800.00000 18000.00| STREET LIGHTING UNIT, TYPE SL-BT-12.2-3 | | | 7-0.25 | | | 0133 A020.30 2.000 EACH| 1200.00000 2400.00| 1200.00000 2400.00| LIGHTING CONTROL CENTER, TYPE R | | | 0134 A070.10 479.000 m | 5.00000 2395.00| 5.00000 2395.00| 38 mm CONDUIT IN TRENCH | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : N15 -11 TABULATION OF BIDS CALL ORDER : N15 CONTRACT ID : 4503A COUNTIES : GREELEY HOWARD LETTING DATE : 12/19/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0462 |( 2 ) 0880 |( ) |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0135 A074.12 68.000 m | 44.00000 2992.00| 45.00000 3060.00| 38 mm CONDUIT, JACKED | | | 0136 A080.22 547.000 m | 1.30000 711.10| 1.35000 738.45| STREET LIGHTING CABLE, NO. 6 BARE | | | 0137 A080.24 1094.000 m | 1.90000 2078.60| 2.00000 2188.00| STREET LIGHTING CABLE, NO. 6 USE | | | SECTION TOTALS | $ 30,376.70| $ 30,881.45| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 9 BITUMINOUS | | | 0138 0030.90 LUMP| 45400.00000 45400.00| 47000.00000 47000.00| MOBILIZATION | | | 0139 2001.00 218.000 m3 | 19.00000 4142.00| 30.00000 6540.00| GRAVEL SURFACE COURSE | | | 0140 2009.10 1.337 StaM| 2200.00000 2941.40| 500.00000 668.50| GRAVEL EMBEDMENT | | | 0141 2020.00 36.000 m2 | 12.21000 439.56| 5.00000 180.00| SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0142 2021.00 1.000 EACH| 100.00000 100.00| 100.00000 100.00| MAILBOX POST | | | 0143 3011.23 38.300 m | 49.50000 1895.85| 40.00000 1532.00| CONCRETE CLASS 47B-25 CURB, TYPE 1 | | | 0144 4024.55 3.000 m | 170.00000 510.00| 140.00000 420.00| FLUME SPILLWAY | | | 0145 4024.70 1.000 EACH| 2025.00000 2025.00| 2000.00000 2000.00| CONCRETE FLUME, TYPE I | | | 0146 4024.73 5.000 EACH| 2030.00000 10150.00| 2600.00000 13000.00| CONCRETE FLUME, TYPE IV | | | 0147 8008.00 36.000 m3 | 33.00000 1188.00| 15.00000 540.00| ARMOR COAT AGGREGATE | | | 0148 9000.75 500.000 Mg | 25.10000 12550.00| 23.00000 11500.00| ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP1(12.5) | | | 0149 9005.00 250.000 Mg | 32.10000 8025.00| 29.00000 7250.00| ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP1(12.5) | | | 0150 9005.25 8860.000 Mg | 26.10000 231246.00| 23.00000 203780.00| ASPHALTIC CONCRETE, TYPE SP1(12.5) | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : N15 -12 TABULATION OF BIDS CALL ORDER : N15 CONTRACT ID : 4503A COUNTIES : GREELEY HOWARD LETTING DATE : 12/19/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0462 |( 2 ) 0880 |( ) |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0151 9009.00 1828.000 m2 | 3.30000 6032.40| 2.40000 4387.20| PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0152 9020.91 27.000 Mg | 172.00000 4644.00| 220.00000 5940.00| PERFORMANCE GRADED BINDER (64-22) FOR | | | STATE MAINTENANCE PATCHING | | | 0153 9021.01 491.940 Mg | 172.00000 84613.68| 220.00000 108226.80| PERFORMANCE GRADED BINDER (64-22) | | | 0154 9030.00 414.000 m | 7.20000 2980.80| 7.40000 3063.60| CONSTRUCTING ASPHALTIC CONCRETE CURB | | | 0155 9034.00 1004.000 m2 | 1.85000 1857.40| 3.30000 3313.20| PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0156 9052.03 4700.000 L | 0.40000 1880.00| 0.50000 2350.00| ARMOR COAT EMULSIFIED ASPHALT | | | 0157 9053.00 32473.000 L | 0.32000 10391.36| 0.27000 8767.71| TACK COAT | | | 0158 9053.20 9659.000 L | 0.20000 1931.80| 0.50000 4829.50| FOG SEAL | | | 0159 9111.00 305.000 kL | 3.00000 915.00| 3.20000 976.00| WATER | | | 0160 9170.00 100.912 StaM| 135.00000 13623.12| 140.00000 14127.68| EARTH SHOULDER CONSTRUCTION | | | 0161 9173.00 8.240 StaM| 385.00000 3172.40| 660.00000 5438.40| SUBGRADE PREPARATION | | | 0162 9173.15 21.322 StaM| 29.00000 618.34| 90.00000 1918.98| TRENCHED WIDENING | | | 0163 9179.23 41.216 StaM| 400.00000 16486.40| 540.00000 22256.64| COLD MILLING, CLASS 3 | | | 0164 9188.01 3917.000 m2 | 4.53000 17744.01| 3.50000 13709.50| BITUMINOUS SURFACE COURSE | | | 0165 9188.50 215.000 m2 | 24.55000 5278.25| 26.50000 5697.50| SURFACING UNDER GUARDRAIL | | | 0166 9300.52 4.490 LS | 3500.00000 3500.00| 1500.00000 1500.00| ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | 0167 P402.15 119.800 m | 57.50000 6888.50| 115.00000 13777.00| 375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | | SECTION TOTALS | $ 503,170.27| $ 514,790.21| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 10 GENERAL ITEMS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : N15 -13 TABULATION OF BIDS CALL ORDER : N15 CONTRACT ID : 4503A COUNTIES : GREELEY HOWARD LETTING DATE : 12/19/02 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0462 |( 2 ) 0880 |( ) |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0168 0001.08 12875.000 BDAY| 0.50000 6437.50| 0.50000 6437.50| BARRICADE, TYPE II | | | 0169 0001.10 3920.000 BDAY| 1.00000 3920.00| 1.40000 5488.00| BARRICADE, TYPE III | | | 0170 0001.75 200.000 EACH| 10.00000 2000.00| 4.20000 840.00| TEMPORARY SIGN DAY | | | 0171 0001.90 8694.000 EACH| 0.45000 3912.30| 0.37000 3216.78| SIGN DAY | | | 0172 0001.98 720.000 EACH| 0.70000 504.00| 1.30000 936.00| CONTRACTOR FURNISHED SIGN | | | 0173 0002.30 900.000 m | 1.00000 900.00| 1.70000 1530.00| PAVEMENT MARKING REMOVAL | | | 0174 0002.39 1500.000 m | 2.90000 4350.00| 2.50000 3750.00| TEMPORARY PAVEMENT MARKING, TYPE II | | | 0175 0002.47 800.000 m | 1.30000 1040.00| 2.40000 1920.00| TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0176 0002.55 134.760 StaM| 21.50000 2897.34| 22.00000 2964.72| OVERLAY BROKEN LINES | | | 0177 0002.60 269.520 StaM| 23.50000 6333.72| 22.00000 5929.44| OVERLAY SOLID LINES | | | 0178 0003.10 40.000 DAY | 200.00000 8000.00| 190.00000 7600.00| FLAGGING | | | 0179 0003.20 20.000 DAY | 300.00000 6000.00| 290.00000 5800.00| FURNISHING AND OPERATING PILOT VEHICLE | | | 0180 0010.04 1.000 EACH| 3000.00000 3000.00| 3000.00000 3000.00| FIELD OFFICE | | | 0181 0030.00 LUMP| 5500.00000 5500.00| 5000.00000 5000.00| MOBILIZATION | | | 0182 9110.01 60.000 HOUR| 45.00000 2700.00| 55.00000 3300.00| RENTAL OF LOADER, FULLY OPERATED | | | 0183 9110.02 20.000 HOUR| 40.00000 800.00| 55.00000 1100.00| RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0184 9110.03 60.000 HOUR| 40.00000 2400.00| 45.00000 2700.00| RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0185 9110.06 40.000 HOUR| 40.00000 1600.00| 55.00000 2200.00| RENTAL OF BACKHOE, FULLY OPERATED | | | 0186 9110.07 60.000 HOUR| 30.00000 1800.00| 40.00000 2400.00| RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 64,094.86| $ 66,112.44| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,308,111.47| $ 2,495,524.92| $ ====================================================================================================================================
Contracts Office
P.O. Box 94759 Lincoln, Nebraska 68509-4759
1500 Highway 2 Lincoln, Nebraska 68502
Tel (402) 479-4525
Fax (402) 479-3803
Please contact the Contracts Section with your questions/comments.
Contact Construction Divison regarding web content/problems/suggestions.