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Last Updated:
09/05/2003
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September 4, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : 2 VENDOR RANKING CALL ORDER : F01 CONTRACT ID : 1447 COUNTIES : LANCASTER LETTING DATE : 09/04/03 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : EACNH-80-9(552) I-80, OAK CREEK BRIDGES. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN 0137 THIS LETTING IS LIMITED TO 1. * 1809 CAPITAL CONTRACTORS, INC. IS DETERMINED TO BE THE 1809 APPARENT LOW BIDDER BECAUSE OF DEPARTMENT TIES. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0049 HAWKINS CONSTRUCTION COMPANY $ 2,666,694.88 100.0000% * 2 1809 CAPITAL CONTRACTORS, INC. $ 2,718,850.13 101.9558% 3 2207 UNITED CONTRACTORS, INC. $ 2,841,427.68 106.5524% 4 0880 CHRISTENSEN BROS., INC. $ 3,056,157.65 114.6047% 5 0805 A. M. COHRON & SON, INC. $ 3,078,646.35 115.4480% 6 0137 JUDDS BROS. CONSTRUCTION CO. $ 3,227,319.79 121.0232% 7 2860 COMMERCIAL CONSTRUCTION, INC. $ 3,361,859.05 126.0684% NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F01 -3 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1447 COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1809 |( 3 ) 2207 |HAWKINS CONSTRUCTION COMPAN |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 0030.10 LUMP| 15702.00000 15702.00| 16180.00000 16180.00| 20000.00000 20000.00 MOBILIZATION | | | 0002 1000.00 1.000 EACH| 273.00000 273.00| 360.00000 360.00| 360.00000 360.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 4059.00000 4059.00| 14040.00000 14040.00| 14040.00000 14040.00 GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 156.000 MGAL| 8.00000 1248.00| 8.00000 1248.00| 8.00000 1248.00 WATER | | | 0005 1021.10 8.000 EACH| 5.00000 40.00| 10.00000 80.00| 6.00000 48.00 REMOVE DELINEATOR UNITS | | | 0006 1030.00 10427.000 CY | 4.44000 46295.88| 4.46000 46504.42| 4.46000 46504.42 EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1101.00 720.000 SY | 5.24000 3772.80| 2.18000 1569.60| 5.20000 3744.00 REMOVE PAVEMENT | | | 0008 1102.00 2306.000 SY | 4.82000 11114.92| 5.30000 12221.80| 4.75000 10953.50 REMOVE ASPHALT SURFACE | | | 0009 1119.00 4.000 EACH| 152.00000 608.00| 250.00000 1000.00| 148.00000 592.00 REMOVE INLET | | | 0010 1128.50 16.000 SY | 14.44000 231.04| 5.00000 80.00| 14.50000 232.00 REMOVE SLAB | | | 0011 4043.50 176.000 LF | 11.04000 1943.04| 17.35000 3053.60| 17.50000 3080.00 REMOVE SEWER PIPE | | | 0012 4050.01 3793.000 CY | 1.37000 5196.41| 7.40000 28068.20| 7.40000 28068.20 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0013 4105.59 3.300 CY | 549.00000 1811.70| 737.13000 2432.53| 750.00000 2475.00 CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0014 4155.50 225.000 LB | 0.34000 76.50| 1.09000 245.25| 1.50000 337.50 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0015 4180.36 6.000 EACH| 676.00000 4056.00| 792.69000 4756.14| 800.00000 4800.00 36" ANTI-SEEP COLLAR | | | 0016 4200.36 2.000 EACH| 2508.00000 5016.00| 4371.52000 8743.04| 4400.00000 8800.00 36" AUTOMATIC FLOOD CONTROL GATE | | | 0017 4310.36 1.000 EACH| 677.00000 677.00| 486.53000 486.53| 500.00000 500.00 36" FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F01 -4 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1447 COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1809 |( 3 ) 2207 |HAWKINS CONSTRUCTION COMPAN |CAPITAL CONTRACTORS, INC. |UNITED CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 7017.00 531.000 LF | 1.02000 541.62| 1.00000 531.00| 1.00000 531.00 REMOVE GUARDRAIL | | | 0019 7110.00 4260.000 LF | 3.37000 14356.20| 1.75000 7455.00| 2.00000 8520.00 TEMPORARY FENCE | | | 0020 7151.00 668.000 LF | 8.64000 5771.52| 5.00000 3340.00| 2.00000 1336.00 REMOVE AND RESET FENCE | | | 0021 L010.98 85.000 SY | 3.56000 302.60| 8.00000 680.00| 8.00000 680.00 TEMPORARY EROSION CONTROL | | | 0022 L020.00 11851.000 SY | 1.42000 16828.42| 1.50000 17776.50| 1.50000 17776.50 EROSION CONTROL | | | 0023 L022.25 3658.000 LF | 3.20000 11705.60| 2.75000 10059.50| 2.75000 10059.50 FABRIC SILT FENCE, TYPE COIR FIBER | | | 0024 P080.18 797.000 LF | 66.91000 53327.27| 84.63000 67450.11| 85.00000 67745.00 18" SLOTTED CULVERT PIPE, TYPE 3 | | | 0025 P130.18 251.000 LF | 21.99000 5519.49| 20.59000 5168.09| 21.00000 5271.00 18" CULVERT PIPE, TYPE 3 | | | 0026 P150.36 253.000 LF | 45.91000 11615.23| 53.32000 13489.96| 53.50000 13535.50 36" CULVERT PIPE, TYPE 5 | | | SECTION TOTALS | $ 222,089.24| $ 267,019.27| $ 271,237.12 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0027 0002.76 8350.000 LF | 0.20000 1670.00| 0.20000 1670.00| 0.50000 4175.00 PERMANENT PAVEMENT MARKING PAINT | | | 0028 0030.30 LUMP| 25401.00000 25401.00| 25000.00000 25000.00| 30000.00000 30000.00 MOBILIZATION | | | 0029 3008.05 69.000 EACH| 15.53000 1071.57| 15.28000 1054.32| 16.00000 1104.00 TIE BARS | | | 0030 3075.52 5929.000 SY | 28.93000 171525.97| 28.47000 168798.63| 29.00000 171941.00 10" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0031 3089.25 168.000 SY | 52.16000 8762.88| 48.78000 8195.04| 49.00000 8232.00 TEMPORARY SURFACING 10" | | | 0032 3300.41 66.600 SY | 37.18000 2476.19| 125.11000 8332.33| 125.50000 8358.30 CONCRETE PAD FOR VARIABLE MESSAGE SIGN | | | 0033 8011.05 8082.000 SY | 3.07000 24811.74| 3.02000 24407.64| 3.02000 24407.64 CRUSHED ROCK FOUNDATION COURSE 6" | | | 0034 9005.00 100.000 TON | 82.05000 8205.00| 80.75000 8075.00| 81.00000 8100.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP5(0.5) | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F01 -5 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1447 COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1809 |( 3 ) 2207 |HAWKINS CONSTRUCTION COMPAN |CAPITAL CONTRACTORS, INC. |UNITED CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 9005.55 530.000 TON | 47.48000 25164.40| 46.73000 24766.90| 46.75000 24777.50 ASPHALTIC CONCRETE, TYPE SP5(0.5) | | | 0036 9009.88 1985.000 SY | 31.35000 62229.75| 29.70000 58954.50| 29.70000 58954.50 SURFACING 10" | | | 0037 9111.00 25.000 MGAL| 8.66000 216.50| 8.52000 213.00| 9.00000 225.00 WATER | | | 0038 9173.20 8082.000 SY | 1.38000 11153.16| 1.36000 10991.52| 1.36000 10991.52 SUBGRADE PREPARATION | | | 0039 9179.80 4.000 EACH| 2540.00000 10160.00| 800.00000 3200.00| 1500.00000 6000.00 MILLING CONCRETE FOR INLAYS | | | SECTION TOTALS | $ 352,848.16| $ 343,658.88| $ 357,266.46 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6 BRIDGE AT STA. 574+14.3 2-72.5' & 1-100' SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0040 0030.60 LUMP| 180618.00000 180618.00| 109000.00000 109000.00| 140000.00000 140000.00 MOBILIZATION | | | 0041 1010.01 450.000 CY | 5.46000 2457.00| 6.00000 2700.00| 15.00000 6750.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0042 1043.50 59.300 SY | 1.16000 68.79| 2.00000 118.60| 2.00000 118.60 RIPRAP FILTER FABRIC | | | 0043 3050.15 541.400 CY | 163.96000 88767.94| 190.00000 102866.00| 200.00000 108280.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0044 3051.10 55890.000 LB | 0.62000 34651.80| 0.58000 32416.20| 0.50000 27945.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0045 6000.10 205.000 LS | 24876.00000 24876.00| 10000.00000 10000.00| 4000.00000 4000.00 ABUTMENT NO.1 EXCAVATION | | | 0046 6000.11 200.000 LS | 24876.00000 24876.00| 10000.00000 10000.00| 4000.00000 4000.00 ABUTMENT NO.2 EXCAVATION | | | 0047 6000.20 185.000 LS | 22017.00000 22017.00| 20000.00000 20000.00| 37000.00000 37000.00 PIER NO.1 EXCAVATION | | | 0048 6000.21 135.000 LS | 22017.00000 22017.00| 20000.00000 20000.00| 37000.00000 37000.00 PIER NO.2 EXCAVATION | | | 0049 6005.35 261.200 LF | 34.34000 8969.61| 50.00000 13060.00| 50.00000 13060.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0050 6005.60 84.000 EACH| 101.50000 8526.00| 50.00000 4200.00| 400.00000 33600.00 ELASTOMERIC BEARING | | | 0051 6010.22 1016.700 CY | 219.35000 223013.15| 285.00000 289759.50| 280.00000 284676.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F01 -6 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1447 COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1809 |( 3 ) 2207 |HAWKINS CONSTRUCTION COMPAN |CAPITAL CONTRACTORS, INC. |UNITED CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 6010.26 1116.900 CY | 220.31000 246064.24| 300.00000 335070.00| 285.00000 318316.50 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0053 6011.11 607.600 LS | 461493.00000 461493.00| 350000.00000 350000.00| 375000.00000 375000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 574+14.3 | | | 0054 6030.00 1.000 EACH| 31411.00000 31411.00| 43000.00000 43000.00| 55000.00000 55000.00 PREPARATION OF BRIDGE AT STA. 574+14.3 | | | LT. | | | 0055 6030.01 1.000 EACH| 28829.00000 28829.00| 43000.00000 43000.00| 55000.00000 55000.00 PREPARATION OF BRIDGE AT STA. 574+14.3 | | | RT. | | | 0056 6080.00 2861.000 LB | 3.11000 8897.71| 2.00000 5722.00| 2.00000 5722.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0057 6104.00 1274.800 TON | 5.60000 7138.88| 25.00000 31870.00| 24.00000 30595.20 BROKEN CONCRETE RIPRAP | | | 0058 6131.50 334870.000 LB | 0.58000 194224.60| 0.58000 194224.60| 0.50000 167435.00 EPOXY COATED REINFORCING STEEL | | | 0059 6139.50 347.000 SY | 13.70000 4753.90| 30.00000 10410.00| 30.00000 10410.00 SUBSURFACE DRAINAGE MATTING | | | 0060 6210.50 6180.000 LF | 22.30000 137814.00| 19.00000 117420.00| 20.00000 123600.00 PIPE PILING | | | 0061 6310.00 4510.000 SF | 13.02000 58720.20| 12.00000 54120.00| 11.00000 49610.00 STEEL SHEET PILING | | | 0062 6510.55 40.000 LS | 5439.00000 5439.00| 25000.00000 25000.00| 14000.00000 14000.00 TEMPORARY BRIDGE SHORING | | | 0063 6601.15 341.300 LF | 10.06000 3433.48| 12.00000 4095.60| 16.00000 5460.80 1 1/2" CONDUIT IN BRIDGE | | | 0064 8091.00 1026.900 CY | 16.47000 16913.04| 40.00000 41076.00| 17.00000 17457.30 GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,845,990.34| $ 1,869,128.50| $ 1,924,036.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 6A BRIDGE AT STA. 574+14.3 2-72.5' & 1-100' SPANS, ROLLED STEEL GIRDER BRIDGE | | | 0065 0030.60 LUMP| | | MOBILIZATION | | | 0066 1010.01 450.000 CY | | | EXCAVATION (ESTABLISHED QUANTITY) | | | 0067 1043.50 59.300 SY | | | RIPRAP FILTER FABRIC | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F01 -7 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1447 COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1809 |( 3 ) 2207 |HAWKINS CONSTRUCTION COMPAN |CAPITAL CONTRACTORS, INC. |UNITED CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 3050.15 541.600 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0069 3051.10 55890.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0070 6000.10 205.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0071 6000.11 200.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0072 6000.20 185.000 LS | | | PIER NO.1 EXCAVATION | | | 0073 6000.21 135.000 LS | | | PIER NO.2 EXCAVATION | | | 0074 6005.35 261.200 LF | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0075 6005.78 42.000 EACH| | | EXPANSION BEARING, TFE TYPE | | | 0076 6005.83 14.000 EACH| | | FIXED BEARING | | | 0077 6010.22 987.800 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0078 6010.26 941.400 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0079 6030.00 1.000 EACH| | | PREPARATION OF BRIDGE AT STA. 574+14.3 | | | LT. | | | 0080 6030.01 1.000 EACH| | | PREPARATION OF BRIDGE AT STA. 574+14.3 | | | RT. | | | 0081 6071.12 782396.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 574+14.3 | | | 0082 6080.00 2861.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0083 6104.00 1274.800 TON | | | BROKEN CONCRETE RIPRAP | | | 0084 6131.50 294050.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0085 6139.50 347.000 SY | | | SUBSURFACE DRAINAGE MATTING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F01 -8 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1447 COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1809 |( 3 ) 2207 |HAWKINS CONSTRUCTION COMPAN |CAPITAL CONTRACTORS, INC. |UNITED CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0086 6210.50 5580.000 LF | | | PIPE PILING | | | 0087 6310.00 4510.000 SF | | | STEEL SHEET PILING | | | 0088 6510.55 40.000 LS | | | TEMPORARY BRIDGE SHORING | | | 0089 6601.15 341.300 LF | | | 1 1/2" CONDUIT IN BRIDGE | | | 0090 8091.00 1026.900 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 10 GENERAL ITEMS | | | 0091 0001.08 21940.000 BDAY| 0.50000 10970.00| 0.50000 10970.00| 0.50000 10970.00 BARRICADE, TYPE II | | | 0092 0001.10 6380.000 BDAY| 0.85000 5423.00| 0.84000 5359.20| 0.85000 5423.00 BARRICADE, TYPE III | | | 0093 0001.75 1000.000 EACH| 0.43000 430.00| 0.42000 420.00| 0.50000 500.00 TEMPORARY SIGN DAY | | | 0094 0001.90 20980.000 EACH| 0.26000 5454.80| 0.26000 5454.80| 0.26000 5454.80 SIGN DAY | | | 0095 0001.99 1246.000 EACH| 0.64000 797.44| 0.63000 784.98| 0.65000 809.90 CONTRACTOR FURNISHED SIGN DAY | | | 0096 0002.30 6100.000 LF | 0.51000 3111.00| 0.50000 3050.00| 0.50000 3050.00 PAVEMENT MARKING REMOVAL | | | 0097 0002.39 18500.000 LF | 0.65000 12025.00| 0.64000 11840.00| 0.65000 12025.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0098 0002.47 10000.000 LF | 0.51000 5100.00| 0.50000 5000.00| 0.50000 5000.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0099 0002.97 50.000 DAY | 13.40000 670.00| 13.19000 659.50| 13.50000 675.00 FLASHING ARROW PANEL | | | 0100 0003.10 15.000 DAY | 253.31000 3799.65| 200.00000 3000.00| 200.00000 3000.00 FLAGGING | | | 0101 0003.50 2525.000 LF | 39.21000 99005.25| 35.00000 88375.00| 40.00000 101000.00 CONCRETE PROTECTION BARRIER | | | 0102 0003.53 1200.000 LF | 8.13000 9756.00| 8.00000 9600.00| 8.00000 9600.00 TEMPORARY GLARE SCREEN | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F01 -9 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1447 COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 1809 |( 3 ) 2207 |HAWKINS CONSTRUCTION COMPAN |CAPITAL CONTRACTORS, INC. |UNITED CONTRACTORS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0103 0003.56 4500.000 LF | 1.95000 8775.00| 2.00000 9000.00| 8.00000 36000.00 RELOCATE CONCRETE PROTECTION BARRIER | | | 0104 0003.57 6.000 EACH| 406.00000 2436.00| 400.00000 2400.00| 1650.00000 9900.00 RELOCATE INERTIAL BARRIER SYSTEM | | | 0105 0003.64 5.000 EACH| 5.00000 25.00| 5.00000 25.00| 5.00000 25.00 REPLACEMENT MODULE | | | 0106 0020.00 2000.000 HOUR| 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 TRAINING | | | 0107 0030.00 LUMP| 16079.00000 16079.00| 15825.00000 15825.00| 16000.00000 16000.00 MOBILIZATION | | | 0108 7019.80 4.000 EACH| 5360.00000 21440.00| 5275.00000 21100.00| 6525.00000 26100.00 PERMANENT INERTIAL BARRIER SYSTEM | | | 0109 9110.01 60.000 HOUR| 76.20000 4572.00| 60.00000 3600.00| 60.00000 3600.00 RENTAL OF LOADER, FULLY OPERATED | | | 0110 9110.02 20.000 HOUR| 76.20000 1524.00| 75.00000 1500.00| 75.00000 1500.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0111 9110.03 60.000 HOUR| 76.20000 4572.00| 55.00000 3300.00| 50.00000 3000.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0112 9110.06 40.000 HOUR| 76.20000 3048.00| 75.00000 3000.00| 60.00000 2400.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0113 9110.07 60.000 HOUR| 60.96000 3657.60| 40.00000 2400.00| 40.00000 2400.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0114 A780.00 1.000 EACH| 11324.00000 11324.00| 11145.00000 11145.00| 11145.00000 11145.00 TEMPORARY LIGHTING SYSTEM, TYPE B | | | 0115 A800.50 560.000 DAY | 11.18000 6260.80| 11.00000 6160.00| 11.00000 6160.00 OPERATION AND MAINTENANCE OF TEMPORARY | | | LIGHTING SYSTEM, TYPE B | | | 0116 A801.00 385.000 HOUR| 10.16000 3911.60| 35.00000 13475.00| 30.00000 11550.00 CONSTRUCTION LIGHTING | | | SECTION TOTALS | $ 245,767.14| $ 239,043.48| $ 288,887.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,666,694.88| $ 2,718,850.13| $ 2,841,427.68 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F01 -10 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1447 COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0880 |( 5 ) 0805 |( 6 ) 0137 |CHRISTENSEN BROS., INC. |COHRON & SON, INC./A. M. |JUDDS BROS. CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 20000.00000 20000.00| 17130.00000 17130.00| 27250.00000 27250.00 MOBILIZATION | | | 0002 1000.00 1.000 EACH| 360.00000 360.00| 360.00000 360.00| 360.00000 360.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 15000.00000 15000.00| 14040.00000 14040.00| 14040.00000 14040.00 GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 156.000 MGAL| 8.00000 1248.00| 8.00000 1248.00| 8.00000 1248.00 WATER | | | 0005 1021.10 8.000 EACH| 20.00000 160.00| 20.00000 160.00| 6.50000 52.00 REMOVE DELINEATOR UNITS | | | 0006 1030.00 10427.000 CY | 4.50000 46921.50| 4.46000 46504.42| 4.50000 46921.50 EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1101.00 720.000 SY | 2.20000 1584.00| 2.18000 1569.60| 2.20000 1584.00 REMOVE PAVEMENT | | | 0008 1102.00 2306.000 SY | 2.90000 6687.40| 3.50000 8071.00| 2.85000 6572.10 REMOVE ASPHALT SURFACE | | | 0009 1119.00 4.000 EACH| 150.00000 600.00| 147.98000 591.92| 148.00000 592.00 REMOVE INLET | | | 0010 1128.50 16.000 SY | 5.00000 80.00| 5.00000 80.00| 5.00000 80.00 REMOVE SLAB | | | 0011 4043.50 176.000 LF | 17.40000 3062.40| 17.35000 3053.60| 17.35000 3053.60 REMOVE SEWER PIPE | | | 0012 4050.01 3793.000 CY | 7.45000 28257.85| 7.40000 28068.20| 7.40000 28068.20 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0013 4105.59 3.300 CY | 740.00000 2442.00| 737.13000 2432.53| 740.00000 2442.00 CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0014 4155.50 225.000 LB | 1.10000 247.50| 1.09000 245.25| 1.10000 247.50 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0015 4180.36 6.000 EACH| 800.00000 4800.00| 792.69000 4756.14| 800.00000 4800.00 36" ANTI-SEEP COLLAR | | | 0016 4200.36 2.000 EACH| 4400.00000 8800.00| 4371.52000 8743.04| 4400.00000 8800.00 36" AUTOMATIC FLOOD CONTROL GATE | | | 0017 4310.36 1.000 EACH| 500.00000 500.00| 486.53000 486.53| 490.00000 490.00 36" FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F01 -11 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1447 COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0880 |( 5 ) 0805 |( 6 ) 0137 |CHRISTENSEN BROS., INC. |COHRON & SON, INC./A. M. |JUDDS BROS. CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 7017.00 531.000 LF | 1.00000 531.00| 1.00000 531.00| 1.00000 531.00 REMOVE GUARDRAIL | | | 0019 7110.00 4260.000 LF | 3.00000 12780.00| 3.00000 12780.00| 4.00000 17040.00 TEMPORARY FENCE | | | 0020 7151.00 668.000 LF | 2.00000 1336.00| 5.00000 3340.00| 2.00000 1336.00 REMOVE AND RESET FENCE | | | 0021 L010.98 85.000 SY | 8.00000 680.00| 3.50000 297.50| 3.50000 297.50 TEMPORARY EROSION CONTROL | | | 0022 L020.00 11851.000 SY | 1.50000 17776.50| 1.40000 16591.40| 1.45000 17183.95 EROSION CONTROL | | | 0023 L022.25 3658.000 LF | 2.70000 9876.60| 3.15000 11522.70| 2.70000 9876.60 FABRIC SILT FENCE, TYPE COIR FIBER | | | 0024 P080.18 797.000 LF | 85.00000 67745.00| 84.63000 67450.11| 85.00000 67745.00 18" SLOTTED CULVERT PIPE, TYPE 3 | | | 0025 P130.18 251.000 LF | 21.00000 5271.00| 20.59000 5168.09| 21.00000 5271.00 18" CULVERT PIPE, TYPE 3 | | | 0026 P150.36 253.000 LF | 54.00000 13662.00| 53.32000 13489.96| 54.00000 13662.00 36" CULVERT PIPE, TYPE 5 | | | SECTION TOTALS | $ 270,408.75| $ 268,710.99| $ 279,543.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0027 0002.76 8350.000 LF | 0.20000 1670.00| 0.20000 1670.00| 0.10000 835.00 PERMANENT PAVEMENT MARKING PAINT | | | 0028 0030.30 LUMP| 30000.00000 30000.00| 25000.00000 25000.00| 37375.00000 37375.00 MOBILIZATION | | | 0029 3008.05 69.000 EACH| 16.00000 1104.00| 15.28000 1054.32| 15.50000 1069.50 TIE BARS | | | 0030 3075.52 5929.000 SY | 29.00000 171941.00| 28.89000 171288.81| 28.50000 168976.50 10" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0031 3089.25 168.000 SY | 49.00000 8232.00| 48.78000 8195.04| 49.00000 8232.00 TEMPORARY SURFACING 10" | | | 0032 3300.41 66.600 SY | 126.00000 8391.60| 125.11000 8332.33| 126.00000 8391.60 CONCRETE PAD FOR VARIABLE MESSAGE SIGN | | | 0033 8011.05 8082.000 SY | 3.05000 24650.10| 3.02000 24407.64| 3.10000 25054.20 CRUSHED ROCK FOUNDATION COURSE 6" | | | 0034 9005.00 100.000 TON | 81.00000 8100.00| 80.75000 8075.00| 81.00000 8100.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP5(0.5) | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F01 -12 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1447 COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0880 |( 5 ) 0805 |( 6 ) 0137 |CHRISTENSEN BROS., INC. |COHRON & SON, INC./A. M. |JUDDS BROS. CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 9005.55 530.000 TON | 47.00000 24910.00| 46.73000 24766.90| 47.00000 24910.00 ASPHALTIC CONCRETE, TYPE SP5(0.5) | | | 0036 9009.88 1985.000 SY | 30.00000 59550.00| 29.70000 58954.50| 30.00000 59550.00 SURFACING 10" | | | 0037 9111.00 25.000 MGAL| 8.60000 215.00| 8.52000 213.00| 8.60000 215.00 WATER | | | 0038 9173.20 8082.000 SY | 1.40000 11314.80| 1.36000 10991.52| 1.40000 11314.80 SUBGRADE PREPARATION | | | 0039 9179.80 4.000 EACH| 1200.00000 4800.00| 900.00000 3600.00| 800.00000 3200.00 MILLING CONCRETE FOR INLAYS | | | SECTION TOTALS | $ 354,878.50| $ 346,549.06| $ 357,223.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6 BRIDGE AT STA. 574+14.3 2-72.5' & 1-100' SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0040 0030.60 LUMP| 190000.00000 190000.00| 185000.00000 185000.00| 33250.00000 33250.00 MOBILIZATION | | | 0041 1010.01 450.000 CY | 5.00000 2250.00| 5.00000 2250.00| 40.00000 18000.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0042 1043.50 59.300 SY | 2.00000 118.60| 2.50000 148.25| 2.00000 118.60 RIPRAP FILTER FABRIC | | | 0043 3050.15 541.400 CY | 220.00000 119108.00| 145.00000 78503.00| 253.80000 137407.32 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0044 3051.10 55890.000 LB | 0.50000 27945.00| 0.75000 41917.50| 0.80000 44712.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0045 6000.10 205.000 LS | 20000.00000 20000.00| 10000.00000 10000.00| 18000.00000 18000.00 ABUTMENT NO.1 EXCAVATION | | | 0046 6000.11 200.000 LS | 20000.00000 20000.00| 10000.00000 10000.00| 18000.00000 18000.00 ABUTMENT NO.2 EXCAVATION | | | 0047 6000.20 185.000 LS | 75000.00000 75000.00| 22000.00000 22000.00| 32000.00000 32000.00 PIER NO.1 EXCAVATION | | | 0048 6000.21 135.000 LS | 75000.00000 75000.00| 22000.00000 22000.00| 32000.00000 32000.00 PIER NO.2 EXCAVATION | | | 0049 6005.35 261.200 LF | 50.00000 13060.00| 41.00000 10709.20| 64.00000 16716.80 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0050 6005.60 84.000 EACH| 160.00000 13440.00| 26.00000 2184.00| 175.00000 14700.00 ELASTOMERIC BEARING | | | 0051 6010.22 1016.700 CY | 280.00000 284676.00| 365.00000 371095.50| 475.00000 482932.50 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F01 -13 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1447 COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0880 |( 5 ) 0805 |( 6 ) 0137 |CHRISTENSEN BROS., INC. |COHRON & SON, INC./A. M. |JUDDS BROS. CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 6010.26 1116.900 CY | 220.00000 245718.00| 355.00000 396499.50| 465.00000 519358.50 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0053 6011.11 607.600 LS | 395000.00000 395000.00| 424750.00000 424750.00| 435000.00000 435000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 574+14.3 | | | 0054 6030.00 1.000 EACH| 110000.00000 110000.00| 42000.00000 42000.00| 58000.00000 58000.00 PREPARATION OF BRIDGE AT STA. 574+14.3 | | | LT. | | | 0055 6030.01 1.000 EACH| 110000.00000 110000.00| 42000.00000 42000.00| 58000.00000 58000.00 PREPARATION OF BRIDGE AT STA. 574+14.3 | | | RT. | | | 0056 6080.00 2861.000 LB | 3.00000 8583.00| 2.25000 6437.25| 4.25000 12159.25 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0057 6104.00 1274.800 TON | 12.00000 15297.60| 14.00000 17847.20| 16.00000 20396.80 BROKEN CONCRETE RIPRAP | | | 0058 6131.50 334870.000 LB | 0.50000 167435.00| 0.83000 277942.10| 0.33000 110507.10 EPOXY COATED REINFORCING STEEL | | | 0059 6139.50 347.000 SY | 40.00000 13880.00| 16.00000 5552.00| 21.00000 7287.00 SUBSURFACE DRAINAGE MATTING | | | 0060 6210.50 6180.000 LF | 22.00000 135960.00| 22.00000 135960.00| 22.00000 135960.00 PIPE PILING | | | 0061 6310.00 4510.000 SF | 13.00000 58630.00| 9.75000 43972.50| 13.50000 60885.00 STEEL SHEET PILING | | | 0062 6510.55 40.000 LS | 20000.00000 20000.00| 7725.00000 7725.00| 30000.00000 30000.00 TEMPORARY BRIDGE SHORING | | | 0063 6601.15 341.300 LF | 10.00000 3413.00| 40.50000 13822.65| 9.90000 3378.87 1 1/2" CONDUIT IN BRIDGE | | | 0064 8091.00 1026.900 CY | 18.00000 18484.20| 21.00000 21564.90| 40.00000 41076.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 2,142,998.40| $ 2,191,880.55| $ 2,339,845.74 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 6A BRIDGE AT STA. 574+14.3 2-72.5' & 1-100' SPANS, ROLLED STEEL GIRDER BRIDGE | | | 0065 0030.60 LUMP| | | MOBILIZATION | | | 0066 1010.01 450.000 CY | | | EXCAVATION (ESTABLISHED QUANTITY) | | | 0067 1043.50 59.300 SY | | | RIPRAP FILTER FABRIC | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F01 -14 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1447 COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0880 |( 5 ) 0805 |( 6 ) 0137 |CHRISTENSEN BROS., INC. |COHRON & SON, INC./A. M. |JUDDS BROS. CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 3050.15 541.600 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0069 3051.10 55890.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0070 6000.10 205.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0071 6000.11 200.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0072 6000.20 185.000 LS | | | PIER NO.1 EXCAVATION | | | 0073 6000.21 135.000 LS | | | PIER NO.2 EXCAVATION | | | 0074 6005.35 261.200 LF | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0075 6005.78 42.000 EACH| | | EXPANSION BEARING, TFE TYPE | | | 0076 6005.83 14.000 EACH| | | FIXED BEARING | | | 0077 6010.22 987.800 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0078 6010.26 941.400 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0079 6030.00 1.000 EACH| | | PREPARATION OF BRIDGE AT STA. 574+14.3 | | | LT. | | | 0080 6030.01 1.000 EACH| | | PREPARATION OF BRIDGE AT STA. 574+14.3 | | | RT. | | | 0081 6071.12 782396.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 574+14.3 | | | 0082 6080.00 2861.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0083 6104.00 1274.800 TON | | | BROKEN CONCRETE RIPRAP | | | 0084 6131.50 294050.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0085 6139.50 347.000 SY | | | SUBSURFACE DRAINAGE MATTING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F01 -15 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1447 COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0880 |( 5 ) 0805 |( 6 ) 0137 |CHRISTENSEN BROS., INC. |COHRON & SON, INC./A. M. |JUDDS BROS. CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0086 6210.50 5580.000 LF | | | PIPE PILING | | | 0087 6310.00 4510.000 SF | | | STEEL SHEET PILING | | | 0088 6510.55 40.000 LS | | | TEMPORARY BRIDGE SHORING | | | 0089 6601.15 341.300 LF | | | 1 1/2" CONDUIT IN BRIDGE | | | 0090 8091.00 1026.900 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 10 GENERAL ITEMS | | | 0091 0001.08 21940.000 BDAY| 0.50000 10970.00| 0.50000 10970.00| 0.50000 10970.00 BARRICADE, TYPE II | | | 0092 0001.10 6380.000 BDAY| 0.80000 5104.00| 0.75000 4785.00| 0.75000 4785.00 BARRICADE, TYPE III | | | 0093 0001.75 1000.000 EACH| 2.00000 2000.00| 2.00000 2000.00| 2.00000 2000.00 TEMPORARY SIGN DAY | | | 0094 0001.90 20980.000 EACH| 0.40000 8392.00| 0.35000 7343.00| 0.35000 7343.00 SIGN DAY | | | 0095 0001.99 1246.000 EACH| 1.00000 1246.00| 1.00000 1246.00| 1.00000 1246.00 CONTRACTOR FURNISHED SIGN DAY | | | 0096 0002.30 6100.000 LF | 0.30000 1830.00| 0.30000 1830.00| 0.30000 1830.00 PAVEMENT MARKING REMOVAL | | | 0097 0002.39 18500.000 LF | 0.80000 14800.00| 0.75000 13875.00| 0.75000 13875.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0098 0002.47 10000.000 LF | 0.40000 4000.00| 0.40000 4000.00| 0.40000 4000.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0099 0002.97 50.000 DAY | 15.00000 750.00| 15.00000 750.00| 15.00000 750.00 FLASHING ARROW PANEL | | | 0100 0003.10 15.000 DAY | 180.00000 2700.00| 175.00000 2625.00| 100.00000 1500.00 FLAGGING | | | 0101 0003.50 2525.000 LF | 38.00000 95950.00| 32.67000 82491.75| 36.50000 92162.50 CONCRETE PROTECTION BARRIER | | | 0102 0003.53 1200.000 LF | 8.30000 9960.00| 10.00000 12000.00| 8.00000 9600.00 TEMPORARY GLARE SCREEN | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F01 -16 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1447 COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0880 |( 5 ) 0805 |( 6 ) 0137 |CHRISTENSEN BROS., INC. |COHRON & SON, INC./A. M. |JUDDS BROS. CONSTRUCTION CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0103 0003.56 4500.000 LF | 8.00000 36000.00| 8.00000 36000.00| 4.00000 18000.00 RELOCATE CONCRETE PROTECTION BARRIER | | | 0104 0003.57 6.000 EACH| 900.00000 5400.00| 850.00000 5100.00| 850.00000 5100.00 RELOCATE INERTIAL BARRIER SYSTEM | | | 0105 0003.64 5.000 EACH| 300.00000 1500.00| 280.00000 1400.00| 280.00000 1400.00 REPLACEMENT MODULE | | | 0106 0020.00 2000.000 HOUR| 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 TRAINING | | | 0107 0030.00 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 10500.00000 10500.00 MOBILIZATION | | | 0108 7019.80 4.000 EACH| 5100.00000 20400.00| 5040.00000 20160.00| 5040.00000 20160.00 PERMANENT INERTIAL BARRIER SYSTEM | | | 0109 9110.01 60.000 HOUR| 70.00000 4200.00| 80.00000 4800.00| 75.00000 4500.00 RENTAL OF LOADER, FULLY OPERATED | | | 0110 9110.02 20.000 HOUR| 60.00000 1200.00| 120.00000 2400.00| 85.00000 1700.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0111 9110.03 60.000 HOUR| 60.00000 3600.00| 45.00000 2700.00| 50.00000 3000.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0112 9110.06 40.000 HOUR| 90.00000 3600.00| 110.00000 4400.00| 90.00000 3600.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0113 9110.07 60.000 HOUR| 40.00000 2400.00| 35.00000 2100.00| 50.00000 3000.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0114 A780.00 1.000 EACH| 12000.00000 12000.00| 11145.00000 11145.00| 11145.00000 11145.00 TEMPORARY LIGHTING SYSTEM, TYPE B | | | 0115 A800.50 560.000 DAY | 12.00000 6720.00| 11.00000 6160.00| 11.00000 6160.00 OPERATION AND MAINTENANCE OF TEMPORARY | | | LIGHTING SYSTEM, TYPE B | | | 0116 A801.00 385.000 HOUR| 30.00000 11550.00| 25.00000 9625.00| 28.00000 10780.00 CONSTRUCTION LIGHTING | | | SECTION TOTALS | $ 287,872.00| $ 271,505.75| $ 250,706.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,056,157.65| $ 3,078,646.35| $ 3,227,319.79 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F01 -17 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1447 COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 2860 |( ) |( ) |COMMERCIAL CONSTRUCTION, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 33000.00000 33000.00| | MOBILIZATION | | | 0002 1000.00 1.000 EACH| 400.00000 400.00| | LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 17000.00000 17000.00| | GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 156.000 MGAL| 8.00000 1248.00| | WATER | | | 0005 1021.10 8.000 EACH| 12.00000 96.00| | REMOVE DELINEATOR UNITS | | | 0006 1030.00 10427.000 CY | 5.50000 57348.50| | EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1101.00 720.000 SY | 3.00000 2160.00| | REMOVE PAVEMENT | | | 0008 1102.00 2306.000 SY | 3.00000 6918.00| | REMOVE ASPHALT SURFACE | | | 0009 1119.00 4.000 EACH| 180.00000 720.00| | REMOVE INLET | | | 0010 1128.50 16.000 SY | 6.00000 96.00| | REMOVE SLAB | | | 0011 4043.50 176.000 LF | 21.00000 3696.00| | REMOVE SEWER PIPE | | | 0012 4050.01 3793.000 CY | 9.00000 34137.00| | EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0013 4105.59 3.300 CY | 900.00000 2970.00| | CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0014 4155.50 225.000 LB | 1.40000 315.00| | REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0015 4180.36 6.000 EACH| 1000.00000 6000.00| | 36" ANTI-SEEP COLLAR | | | 0016 4200.36 2.000 EACH| 5300.00000 10600.00| | 36" AUTOMATIC FLOOD CONTROL GATE | | | 0017 4310.36 1.000 EACH| 550.00000 550.00| | 36" FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F01 -18 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1447 COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 2860 |( ) |( ) |COMMERCIAL CONSTRUCTION, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 7017.00 531.000 LF | 1.80000 955.80| | REMOVE GUARDRAIL | | | 0019 7110.00 4260.000 LF | 4.00000 17040.00| | TEMPORARY FENCE | | | 0020 7151.00 668.000 LF | 10.00000 6680.00| | REMOVE AND RESET FENCE | | | 0021 L010.98 85.000 SY | 9.50000 807.50| | TEMPORARY EROSION CONTROL | | | 0022 L020.00 11851.000 SY | 1.82000 21568.82| | EROSION CONTROL | | | 0023 L022.25 3658.000 LF | 3.30000 12071.40| | FABRIC SILT FENCE, TYPE COIR FIBER | | | 0024 P080.18 797.000 LF | 102.00000 81294.00| | 18" SLOTTED CULVERT PIPE, TYPE 3 | | | 0025 P130.18 251.000 LF | 25.00000 6275.00| | 18" CULVERT PIPE, TYPE 3 | | | 0026 P150.36 253.000 LF | 64.00000 16192.00| | 36" CULVERT PIPE, TYPE 5 | | | SECTION TOTALS | $ 340,139.02| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0027 0002.76 8350.000 LF | 0.22000 1837.00| | PERMANENT PAVEMENT MARKING PAINT | | | 0028 0030.30 LUMP| 43000.00000 43000.00| | MOBILIZATION | | | 0029 3008.05 69.000 EACH| 20.00000 1380.00| | TIE BARS | | | 0030 3075.52 5929.000 SY | 35.00000 207515.00| | 10" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0031 3089.25 168.000 SY | 50.00000 8400.00| | TEMPORARY SURFACING 10" | | | 0032 3300.41 66.600 SY | 125.11000 8332.33| | CONCRETE PAD FOR VARIABLE MESSAGE SIGN | | | 0033 8011.05 8082.000 SY | 4.00000 32328.00| | CRUSHED ROCK FOUNDATION COURSE 6" | | | 0034 9005.00 100.000 TON | 98.00000 9800.00| | ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP5(0.5) | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F01 -19 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1447 COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 2860 |( ) |( ) |COMMERCIAL CONSTRUCTION, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 9005.55 530.000 TON | 56.26000 29817.80| | ASPHALTIC CONCRETE, TYPE SP5(0.5) | | | 0036 9009.88 1985.000 SY | 36.00000 71460.00| | SURFACING 10" | | | 0037 9111.00 25.000 MGAL| 10.00000 250.00| | WATER | | | 0038 9173.20 8082.000 SY | 2.00000 16164.00| | SUBGRADE PREPARATION | | | 0039 9179.80 4.000 EACH| 1000.00000 4000.00| | MILLING CONCRETE FOR INLAYS | | | SECTION TOTALS | $ 434,284.13| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6 BRIDGE AT STA. 574+14.3 2-72.5' & 1-100' SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0040 0030.60 LUMP| 200000.00000 200000.00| | MOBILIZATION | | | 0041 1010.01 450.000 CY | 12.00000 5400.00| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0042 1043.50 59.300 SY | 10.00000 593.00| | RIPRAP FILTER FABRIC | | | 0043 3050.15 541.400 CY | 165.00000 89331.00| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0044 3051.10 55890.000 LB | 0.65000 36328.50| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0045 6000.10 205.000 LS | 8000.00000 8000.00| | ABUTMENT NO.1 EXCAVATION | | | 0046 6000.11 200.000 LS | 8000.00000 8000.00| | ABUTMENT NO.2 EXCAVATION | | | 0047 6000.20 185.000 LS | 70000.00000 70000.00| | PIER NO.1 EXCAVATION | | | 0048 6000.21 135.000 LS | 70000.00000 70000.00| | PIER NO.2 EXCAVATION | | | 0049 6005.35 261.200 LF | 34.00000 8880.80| | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0050 6005.60 84.000 EACH| 200.00000 16800.00| | ELASTOMERIC BEARING | | | 0051 6010.22 1016.700 CY | 265.00000 269425.50| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F01 -20 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1447 COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 2860 |( ) |( ) |COMMERCIAL CONSTRUCTION, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 6010.26 1116.900 CY | 300.00000 335070.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0053 6011.11 607.600 LS | 423000.00000 423000.00| | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 574+14.3 | | | 0054 6030.00 1.000 EACH| 94000.00000 94000.00| | PREPARATION OF BRIDGE AT STA. 574+14.3 | | | LT. | | | 0055 6030.01 1.000 EACH| 94000.00000 94000.00| | PREPARATION OF BRIDGE AT STA. 574+14.3 | | | RT. | | | 0056 6080.00 2861.000 LB | 3.00000 8583.00| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0057 6104.00 1274.800 TON | 23.00000 29320.40| | BROKEN CONCRETE RIPRAP | | | 0058 6131.50 334870.000 LB | 0.65000 217665.50| | EPOXY COATED REINFORCING STEEL | | | 0059 6139.50 347.000 SY | 31.00000 10757.00| | SUBSURFACE DRAINAGE MATTING | | | 0060 6210.50 6180.000 LF | 24.00000 148320.00| | PIPE PILING | | | 0061 6310.00 4510.000 SF | 13.00000 58630.00| | STEEL SHEET PILING | | | 0062 6510.55 40.000 LS | 35000.00000 35000.00| | TEMPORARY BRIDGE SHORING | | | 0063 6601.15 341.300 LF | 12.00000 4095.60| | 1 1/2" CONDUIT IN BRIDGE | | | 0064 8091.00 1026.900 CY | 24.00000 24645.60| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 2,265,845.90| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 6A BRIDGE AT STA. 574+14.3 2-72.5' & 1-100' SPANS, ROLLED STEEL GIRDER BRIDGE | | | 0065 0030.60 LUMP| | | MOBILIZATION | | | 0066 1010.01 450.000 CY | | | EXCAVATION (ESTABLISHED QUANTITY) | | | 0067 1043.50 59.300 SY | | | RIPRAP FILTER FABRIC | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F01 -21 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1447 COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 2860 |( ) |( ) |COMMERCIAL CONSTRUCTION, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0068 3050.15 541.600 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0069 3051.10 55890.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0070 6000.10 205.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0071 6000.11 200.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0072 6000.20 185.000 LS | | | PIER NO.1 EXCAVATION | | | 0073 6000.21 135.000 LS | | | PIER NO.2 EXCAVATION | | | 0074 6005.35 261.200 LF | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0075 6005.78 42.000 EACH| | | EXPANSION BEARING, TFE TYPE | | | 0076 6005.83 14.000 EACH| | | FIXED BEARING | | | 0077 6010.22 987.800 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0078 6010.26 941.400 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0079 6030.00 1.000 EACH| | | PREPARATION OF BRIDGE AT STA. 574+14.3 | | | LT. | | | 0080 6030.01 1.000 EACH| | | PREPARATION OF BRIDGE AT STA. 574+14.3 | | | RT. | | | 0081 6071.12 782396.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 574+14.3 | | | 0082 6080.00 2861.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0083 6104.00 1274.800 TON | | | BROKEN CONCRETE RIPRAP | | | 0084 6131.50 294050.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0085 6139.50 347.000 SY | | | SUBSURFACE DRAINAGE MATTING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F01 -22 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1447 COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 2860 |( ) |( ) |COMMERCIAL CONSTRUCTION, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0086 6210.50 5580.000 LF | | | PIPE PILING | | | 0087 6310.00 4510.000 SF | | | STEEL SHEET PILING | | | 0088 6510.55 40.000 LS | | | TEMPORARY BRIDGE SHORING | | | 0089 6601.15 341.300 LF | | | 1 1/2" CONDUIT IN BRIDGE | | | 0090 8091.00 1026.900 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 10 GENERAL ITEMS | | | 0091 0001.08 21940.000 BDAY| 0.50000 10970.00| | BARRICADE, TYPE II | | | 0092 0001.10 6380.000 BDAY| 1.00000 6380.00| | BARRICADE, TYPE III | | | 0093 0001.75 1000.000 EACH| 2.50000 2500.00| | TEMPORARY SIGN DAY | | | 0094 0001.90 20980.000 EACH| 0.45000 9441.00| | SIGN DAY | | | 0095 0001.99 1246.000 EACH| 1.50000 1869.00| | CONTRACTOR FURNISHED SIGN DAY | | | 0096 0002.30 6100.000 LF | 0.40000 2440.00| | PAVEMENT MARKING REMOVAL | | | 0097 0002.39 18500.000 LF | 1.00000 18500.00| | TEMPORARY PAVEMENT MARKING, TYPE II | | | 0098 0002.47 10000.000 LF | 0.50000 5000.00| | TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0099 0002.97 50.000 DAY | 20.00000 1000.00| | FLASHING ARROW PANEL | | | 0100 0003.10 15.000 DAY | 240.00000 3600.00| | FLAGGING | | | 0101 0003.50 2525.000 LF | 40.00000 101000.00| | CONCRETE PROTECTION BARRIER | | | 0102 0003.53 1200.000 LF | 10.00000 12000.00| | TEMPORARY GLARE SCREEN | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F01 -23 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1447 COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 2860 |( ) |( ) |COMMERCIAL CONSTRUCTION, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0103 0003.56 4500.000 LF | 4.00000 18000.00| | RELOCATE CONCRETE PROTECTION BARRIER | | | 0104 0003.57 6.000 EACH| 1600.00000 9600.00| | RELOCATE INERTIAL BARRIER SYSTEM | | | 0105 0003.64 5.000 EACH| 400.00000 2000.00| | REPLACEMENT MODULE | | | 0106 0020.00 2000.000 HOUR| 0.80000 1600.00| | TRAINING | | | 0107 0030.00 LUMP| 25000.00000 25000.00| | MOBILIZATION | | | 0108 7019.80 4.000 EACH| 6200.00000 24800.00| | PERMANENT INERTIAL BARRIER SYSTEM | | | 0109 9110.01 60.000 HOUR| 80.00000 4800.00| | RENTAL OF LOADER, FULLY OPERATED | | | 0110 9110.02 20.000 HOUR| 80.00000 1600.00| | RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0111 9110.03 60.000 HOUR| 65.00000 3900.00| | RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0112 9110.06 40.000 HOUR| 80.00000 3200.00| | RENTAL OF BACKHOE, FULLY OPERATED | | | 0113 9110.07 60.000 HOUR| 60.00000 3600.00| | RENTAL OF SKID LOADER, FULLY OPERATED | | | 0114 A780.00 1.000 EACH| 14000.00000 14000.00| | TEMPORARY LIGHTING SYSTEM, TYPE B | | | 0115 A800.50 560.000 DAY | 14.00000 7840.00| | OPERATION AND MAINTENANCE OF TEMPORARY | | | LIGHTING SYSTEM, TYPE B | | | 0116 A801.00 385.000 HOUR| 70.00000 26950.00| | CONSTRUCTION LIGHTING | | | SECTION TOTALS | $ 321,590.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,361,859.05| $ 0.00| $ ====================================================================================================================================
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