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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 : 09/04/03 PAGE : 2 VENDOR RANKING CALL ORDER : F05 CONTRACT ID : 1486X COUNTIES : LANCASTER LETTING DATE : 09/04/03 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : EACNH-80-9(859) I-80 OVER CORNHUSKER HIGHWAY AND BNSF RAILWAY -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 1809 CAPITAL CONTRACTORS, INC. $ 3,871,249.32 100.0000% 2 0049 HAWKINS CONSTRUCTION COMPANY $ 4,075,718.39 105.2817% 3 0805 A. M. COHRON & SON, INC. $ 4,321,319.65 111.6260% 4 2207 UNITED CONTRACTORS, INC. $ 4,509,014.08 116.4744% 5 0880 CHRISTENSEN BROS., INC. $ 4,546,775.21 117.4498% 6 2860 COMMERCIAL CONSTRUCTION, INC. $ 5,221,215.38 134.8716% NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F05 -3 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 1486X COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 1809 |( 2 ) 0049 |( 3 ) 0805 |CAPITAL CONTRACTORS, INC. |HAWKINS CONSTRUCTION COMPAN |COHRON & SON, INC./A. M. 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| 20650.00000 20650.00| 33515.00000 33515.00| 16650.00000 16650.00 MOBILIZATION | | | 0002 1000.00 1.000 EACH| 360.00000 360.00| 280.00000 280.00| 360.00000 360.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 14080.00000 14080.00| 6371.00000 6371.00| 14080.00000 14080.00 GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 528.000 MGAL| 8.00000 4224.00| 8.00000 4224.00| 8.00000 4224.00 WATER | | | 0005 1021.10 18.000 EACH| 10.00000 180.00| 5.20000 93.60| 20.00000 360.00 REMOVE DELINEATOR UNITS | | | 0006 1030.00 35201.000 CY | 4.78000 168260.78| 4.81000 169316.81| 4.78000 168260.78 EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1101.00 1739.000 SY | 2.48000 4312.72| 4.57000 7947.23| 2.48000 4312.72 REMOVE PAVEMENT | | | 0008 1102.00 2507.000 SY | 2.88000 7220.16| 4.77000 11958.39| 4.10000 10278.70 REMOVE ASPHALT SURFACE | | | 0009 1107.00 76.000 SY | 2.88000 218.88| 3.11000 236.36| 2.88000 218.88 REMOVE WALK | | | 0010 1111.00 200.000 LF | 2.00000 400.00| 5.20000 1040.00| 5.00000 1000.00 REMOVE FENCE | | | 0011 1119.00 1.000 EACH| 140.00000 140.00| 182.00000 182.00| 140.68000 140.68 REMOVE INLET | | | 0012 1120.00 1.000 EACH| 1797.56000 1797.56| 572.00000 572.00| 1797.56000 1797.56 REMOVE DISCHARGE STRUCTURE | | | 0013 4050.01 603.000 CY | 12.27000 7398.81| 1.06000 639.18| 12.27000 7398.81 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0014 7017.00 915.500 LF | 1.00000 915.50| 1.04000 952.12| 1.00000 915.50 REMOVE GUARDRAIL | | | 0015 7017.50 634.000 LF | 2.00000 1268.00| 2.08000 1318.72| 2.00000 1268.00 REMOVE & SALVAGE GUARDRAIL | | | 0016 7390.10 1.000 EACH| 400.00000 400.00| 416.00000 416.00| 400.00000 400.00 REMOVE SIGN, POST, AND FOOTING | | | 0017 L010.98 334.000 SY | 2.50000 835.00| 2.60000 868.40| 2.50000 835.00 TEMPORARY EROSION CONTROL | | | 0018 L020.00 16896.000 SY | 1.40000 23654.40| 1.46000 24668.16| 1.40000 23654.40 EROSION CONTROL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F05 -4 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 1486X COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 1809 |( 2 ) 0049 |( 3 ) 0805 |CAPITAL CONTRACTORS, INC. |HAWKINS CONSTRUCTION COMPAN |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 L022.25 2555.000 LF | 3.15000 8048.25| 3.27000 8354.85| 3.15000 8048.25 FABRIC SILT FENCE, TYPE COIR FIBER | | | 0020 P080.18 1296.000 LF | 84.63000 109680.48| 67.13000 87000.48| 84.63000 109680.48 18" SLOTTED CULVERT PIPE, TYPE 3 | | | 0021 P130.18 122.000 LF | 20.59000 2511.98| 15.95000 1945.90| 20.59000 2511.98 18" CULVERT PIPE, TYPE 3 | | | SECTION TOTALS | $ 376,556.52| $ 361,900.20| $ 376,395.74 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0022 0002.76 10850.000 LF | 0.20000 2170.00| 0.21000 2278.50| 0.20000 2170.00 PERMANENT PAVEMENT MARKING PAINT | | | 0023 0030.30 LUMP| 25000.00000 25000.00| 43983.00000 43983.00| 25000.00000 25000.00 MOBILIZATION | | | 0024 3016.21 76.000 SY | 32.36000 2459.36| 24.90000 1892.40| 32.36000 2459.36 CONCRETE CLASS 47B-3000 SIDEWALKS | | | 0025 3075.52 7606.000 SY | 28.90000 219813.40| 30.04000 228484.24| 29.17000 221867.02 10" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0026 7018.01 634.000 LF | 9.47000 6003.98| 9.84000 6238.56| 9.47000 6003.98 RESET GUARDRAIL | | | 0027 7322.05 14.940 SY | 120.00000 1792.80| 124.72000 1863.32| 120.00000 1792.80 INSTALL TYPE B SIGN | | | 0028 7340.00 804.000 LB | 2.10000 1688.40| 2.18000 1752.72| 2.10000 1688.40 STRUCTURAL STEEL FOR SIGN SUPPORTS | | | 0029 7360.30 2.000 EACH| 455.00000 910.00| 473.00000 946.00| 455.00000 910.00 30" SIGN SUPPORT FOOTING | | | 0030 8011.05 10055.000 SY | 3.02000 30366.10| 3.14000 31572.70| 3.02000 30366.10 CRUSHED ROCK FOUNDATION COURSE 6" | | | 0031 9005.00 100.000 TON | 80.75000 8075.00| 83.93000 8393.00| 80.75000 8075.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP5(0.5) | | | 0032 9005.55 650.000 TON | 46.73000 30374.50| 48.57000 31570.50| 46.73000 30374.50 ASPHALTIC CONCRETE, TYPE SP5(0.5) | | | 0033 9009.88 2605.000 SY | 29.31000 76352.55| 31.63000 82396.15| 29.31000 76352.55 SURFACING 10" | | | 0034 9173.20 10055.000 SY | 1.31000 13172.05| 1.36000 13674.80| 1.31000 13172.05 SUBGRADE PREPARATION | | | 0035 9179.80 4.000 EACH| 3950.00000 15800.00| 2599.00000 10396.00| 2500.00000 10000.00 MILLING CONCRETE FOR INLAYS | | | SECTION TOTALS | $ 433,978.14| $ 465,441.89| $ 430,231.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6 BRIDGE AT STA. 606+79.09 6 SPAN ROLLED BEAM STEEL GIRDER BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F05 -5 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 1486X COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 1809 |( 2 ) 0049 |( 3 ) 0805 |CAPITAL CONTRACTORS, INC. |HAWKINS CONSTRUCTION COMPAN |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 0030.60 LUMP| 181300.00000 181300.00| 287815.00000 287815.00| 160000.00000 160000.00 MOBILIZATION | | | 0037 3050.15 752.200 CY | 200.00000 150440.00| 155.57000 117019.75| 145.00000 109069.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0038 3051.10 69635.000 LB | 0.60000 41781.00| 0.53000 36906.55| 0.75000 52226.25 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0039 6000.10 463.000 LS | 15000.00000 15000.00| 33999.00000 33999.00| 10000.00000 10000.00 ABUTMENT NO.1 EXCAVATION | | | 0040 6000.11 575.000 LS | 15000.00000 15000.00| 34031.00000 34031.00| 10000.00000 10000.00 ABUTMENT NO.2 EXCAVATION | | | 0041 6000.20 223.000 LS | 7500.00000 7500.00| 40524.00000 40524.00| 26000.00000 26000.00 PIER NO.1 EXCAVATION | | | 0042 6000.21 201.000 LS | 7500.00000 7500.00| 33140.00000 33140.00| 26000.00000 26000.00 PIER NO.2 EXCAVATION | | | 0043 6000.22 219.000 LS | 7500.00000 7500.00| 44945.00000 44945.00| 26000.00000 26000.00 PIER NO.3 EXCAVATION | | | 0044 6000.23 243.000 LS | 7500.00000 7500.00| 33140.00000 33140.00| 26000.00000 26000.00 PIER NO.4 EXCAVATION | | | 0045 6000.24 216.000 LS | 7500.00000 7500.00| 39198.00000 39198.00| 26000.00000 26000.00 PIER NO.5 EXCAVATION | | | 0046 6005.35 316.400 LF | 50.00000 15820.00| 33.37000 10558.27| 41.00000 12972.40 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0047 6005.78 108.000 EACH| 500.00000 54000.00| 514.83000 55601.64| 555.00000 59940.00 EXPANSION BEARING, TFE TYPE | | | 0048 6005.83 18.000 EACH| 500.00000 9000.00| 514.83000 9266.94| 555.00000 9990.00 FIXED BEARING | | | 0049 6010.22 1377.500 CY | 285.00000 392587.50| 214.84000 295942.10| 375.00000 516562.50 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0050 6010.26 1650.000 CY | 300.00000 495000.00| 268.89000 443668.50| 375.00000 618750.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0051 6030.00 1.000 EACH| 73000.00000 73000.00| 136807.00000 136807.00| 55000.00000 55000.00 PREPARATION OF BRIDGE AT STA. 606+91.27 | | | LT. | | | 0052 6030.01 1.000 EACH| 73000.00000 73000.00| 133149.00000 133149.00| 55000.00000 55000.00 PREPARATION OF BRIDGE AT STA. 606+66.91 | | | RT. | | | 0053 6071.12 491140.000 LS | 314440.00000 314440.00| 363079.00000 363079.00| 355000.00000 355000.00 STEEL SUPERSTRUCTURE AT STA. 606+79.09 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F05 -6 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 1486X COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 1809 |( 2 ) 0049 |( 3 ) 0805 |CAPITAL CONTRACTORS, INC. |HAWKINS CONSTRUCTION COMPAN |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 6080.00 12610.000 LB | 2.00000 25220.00| 2.09000 26354.90| 2.25000 28372.50 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0055 6107.00 979.000 SY | 65.00000 63635.00| 65.32000 63948.28| 52.00000 50908.00 CONCRETE SLOPE PROTECTION | | | 0056 6131.50 605410.000 LB | 0.60000 363246.00| 0.53000 320867.30| 0.75000 454057.50 EPOXY COATED REINFORCING STEEL | | | 0057 6139.50 321.000 SY | 35.00000 11235.00| 21.38000 6862.98| 16.00000 5136.00 SUBSURFACE DRAINAGE MATTING | | | 0058 6210.50 12385.000 LF | 20.00000 247700.00| 22.05000 273089.25| 22.00000 272470.00 PIPE PILING | | | 0059 6430.00 25632.000 LS | 52000.00000 52000.00| 52788.00000 52788.00| 52000.00000 52000.00 PAINTING STRUCTURE AT STA. 606+79.09 | | | 0060 6430.30 990.000 SF | 12.00000 11880.00| 11.43000 11315.70| 11.50000 11385.00 PAINTING STRUCTURE (FULL REMOVAL) AT | | | STA. 606+79.09 | | | 0061 6510.60 88.900 LS | 25000.00000 25000.00| 13992.00000 13992.00| 15475.00000 15475.00 BRIDGE SHORING | | | 0062 6601.15 469.100 LF | 11.00000 5160.10| 10.29000 4827.04| 40.50000 18998.55 1 1/2" CONDUIT IN BRIDGE | | | 0063 8091.00 770.000 CY | 40.00000 30800.00| 13.29000 10233.30| 21.00000 16170.00 GRANULAR BACKFILL | | | 0064 A010.63 5.000 EACH| 997.00000 4985.00| 1036.00000 5180.00| 1700.00000 8500.00 UNDERDECK LUMINAIRE, TYPE UD-250 | | | SECTION TOTALS | $ 2,708,729.60| $ 2,938,249.50| $ 3,087,982.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 10 GENERAL ITEMS | | | 0065 0001.08 30375.000 BDAY| 0.50000 15187.50| 0.50000 15187.50| 0.50000 15187.50 BARRICADE, TYPE II | | | 0066 0001.10 7420.000 BDAY| 0.26000 1929.20| 0.27000 2003.40| 0.75000 5565.00 BARRICADE, TYPE III | | | 0067 0001.75 1000.000 EACH| 2.64000 2640.00| 2.74000 2740.00| 2.00000 2000.00 TEMPORARY SIGN DAY | | | 0068 0001.90 37156.000 EACH| 0.02000 743.12| 0.02000 743.12| 0.35000 13004.60 SIGN DAY | | | 0069 0001.99 1454.000 EACH| 1.06000 1541.24| 1.10000 1599.40| 1.00000 1454.00 CONTRACTOR FURNISHED SIGN DAY | | | 0070 0002.30 9250.000 LF | 0.35000 3237.50| 0.36000 3330.00| 0.30000 2775.00 PAVEMENT MARKING REMOVAL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F05 -7 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 1486X COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 1809 |( 2 ) 0049 |( 3 ) 0805 |CAPITAL CONTRACTORS, INC. |HAWKINS CONSTRUCTION COMPAN |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 0002.39 29800.000 LF | 0.64000 19072.00| 0.67000 19966.00| 0.75000 22350.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0072 0002.47 16000.000 LF | 0.25000 4000.00| 0.26000 4160.00| 0.40000 6400.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0073 0002.97 300.000 DAY | 13.19000 3957.00| 13.71000 4113.00| 18.00000 5400.00 FLASHING ARROW PANEL | | | 0074 0003.10 15.000 DAY | 200.00000 3000.00| 251.93000 3778.95| 175.00000 2625.00 FLAGGING | | | 0075 0003.50 3642.500 LF | 35.00000 127487.50| 40.42000 147229.85| 32.62000 118818.35 CONCRETE PROTECTION BARRIER | | | 0076 0003.53 1800.000 LF | 8.00000 14400.00| 8.31000 14958.00| 10.00000 18000.00 TEMPORARY GLARE SCREEN | | | 0077 0003.56 5022.500 LF | 2.00000 10045.00| 1.94000 9743.65| 8.00000 40180.00 RELOCATE CONCRETE PROTECTION BARRIER | | | 0078 0003.57 7.000 EACH| 400.00000 2800.00| 416.00000 2912.00| 850.00000 5950.00 RELOCATE INERTIAL BARRIER SYSTEM | | | 0079 0003.64 5.000 EACH| 5.00000 25.00| 5.00000 25.00| 280.00000 1400.00 REPLACEMENT MODULE | | | 0080 0005.10 727.000 DAY | 10.00000 7270.00| 10.39000 7553.53| 140.00000 101780.00 TRAFFIC CONTROL MANAGEMENT | | | 0081 0010.04 1.000 EACH| 12000.00000 12000.00| 2965.00000 2965.00| 3500.00000 3500.00 FIELD OFFICE | | | 0082 0020.00 2000.000 HOUR| 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 TRAINING | | | 0083 0030.00 LUMP| 79125.00000 79125.00| 32237.00000 32237.00| 20000.00000 20000.00 MOBILIZATION | | | 0084 7019.80 3.000 EACH| 5275.00000 15825.00| 5482.00000 16446.00| 5040.00000 15120.00 PERMANENT INERTIAL BARRIER SYSTEM | | | 0085 9110.01 45.000 HOUR| 60.00000 2700.00| 77.95000 3507.75| 80.00000 3600.00 RENTAL OF LOADER, FULLY OPERATED | | | 0086 9110.02 20.000 HOUR| 75.00000 1500.00| 77.95000 1559.00| 120.00000 2400.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0087 9110.03 45.000 HOUR| 55.00000 2475.00| 57.16000 2572.20| 45.00000 2025.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0088 9110.06 25.000 HOUR| 75.00000 1875.00| 77.95000 1948.75| 110.00000 2750.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0089 9110.07 45.000 HOUR| 40.00000 1800.00| 57.16000 2572.20| 35.00000 1575.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F05 -8 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 1486X COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 1809 |( 2 ) 0049 |( 3 ) 0805 |CAPITAL CONTRACTORS, INC. |HAWKINS CONSTRUCTION COMPAN |COHRON & SON, INC./A. M. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 A801.00 450.000 HOUR| 35.00000 15750.00| 10.39000 4675.50| 25.00000 11250.00 CONSTRUCTION LIGHTING | | | SECTION TOTALS | $ 351,985.06| $ 310,126.80| $ 426,709.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,871,249.32| $ 4,075,718.39| $ 4,321,319.65 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F05 -9 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 1486X COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 2207 |( 5 ) 0880 |( 6 ) 2860 |UNITED CONTRACTORS, INC. |CHRISTENSEN BROS., INC. |COMMERCIAL CONSTRUCTION, 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| 20000.00000 20000.00| 40000.00000 40000.00| 51000.00000 51000.00 MOBILIZATION | | | 0002 1000.00 1.000 EACH| 360.00000 360.00| 360.00000 360.00| 450.00000 450.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 14080.00000 14080.00| 15000.00000 15000.00| 20000.00000 20000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 528.000 MGAL| 8.00000 4224.00| 8.00000 4224.00| 8.00000 4224.00 WATER | | | 0005 1021.10 18.000 EACH| 50.00000 900.00| 20.00000 360.00| 24.00000 432.00 REMOVE DELINEATOR UNITS | | | 0006 1030.00 35201.000 CY | 4.80000 168964.80| 4.80000 168964.80| 6.00000 211206.00 EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1101.00 1739.000 SY | 5.00000 8695.00| 2.50000 4347.50| 3.00000 5217.00 REMOVE PAVEMENT | | | 0008 1102.00 2507.000 SY | 5.00000 12535.00| 2.90000 7270.30| 4.00000 10028.00 REMOVE ASPHALT SURFACE | | | 0009 1107.00 76.000 SY | 5.00000 380.00| 2.90000 220.40| 4.00000 304.00 REMOVE WALK | | | 0010 1111.00 200.000 LF | 8.00000 1600.00| 7.00000 1400.00| 5.00000 1000.00 REMOVE FENCE | | | 0011 1119.00 1.000 EACH| 200.00000 200.00| 150.00000 150.00| 200.00000 200.00 REMOVE INLET | | | 0012 1120.00 1.000 EACH| 2000.00000 2000.00| 1800.00000 1800.00| 2200.00000 2200.00 REMOVE DISCHARGE STRUCTURE | | | 0013 4050.01 603.000 CY | 13.00000 7839.00| 12.30000 7416.90| 15.00000 9045.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0014 7017.00 915.500 LF | 1.00000 915.50| 1.00000 915.50| 2.00000 1831.00 REMOVE GUARDRAIL | | | 0015 7017.50 634.000 LF | 2.00000 1268.00| 2.00000 1268.00| 2.40000 1521.60 REMOVE & SALVAGE GUARDRAIL | | | 0016 7390.10 1.000 EACH| 400.00000 400.00| 400.00000 400.00| 500.00000 500.00 REMOVE SIGN, POST, AND FOOTING | | | 0017 L010.98 334.000 SY | 6.00000 2004.00| 6.00000 2004.00| 8.00000 2672.00 TEMPORARY EROSION CONTROL | | | 0018 L020.00 16896.000 SY | 1.50000 25344.00| 1.50000 25344.00| 2.00000 33792.00 EROSION CONTROL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F05 -10 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 1486X COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 2207 |( 5 ) 0880 |( 6 ) 2860 |UNITED CONTRACTORS, INC. |CHRISTENSEN BROS., INC. |COMMERCIAL CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 L022.25 2555.000 LF | 2.75000 7026.25| 2.70000 6898.50| 3.60000 9198.00 FABRIC SILT FENCE, TYPE COIR FIBER | | | 0020 P080.18 1296.000 LF | 85.00000 110160.00| 85.00000 110160.00| 110.00000 142560.00 18" SLOTTED CULVERT PIPE, TYPE 3 | | | 0021 P130.18 122.000 LF | 21.00000 2562.00| 21.00000 2562.00| 25.00000 3050.00 18" CULVERT PIPE, TYPE 3 | | | SECTION TOTALS | $ 391,457.55| $ 401,065.90| $ 510,430.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0022 0002.76 10850.000 LF | 0.50000 5425.00| 0.20000 2170.00| 0.22000 2387.00 PERMANENT PAVEMENT MARKING PAINT | | | 0023 0030.30 LUMP| 30000.00000 30000.00| 40000.00000 40000.00| 53000.00000 53000.00 MOBILIZATION | | | 0024 3016.21 76.000 SY | 35.00000 2660.00| 33.00000 2508.00| 38.00000 2888.00 CONCRETE CLASS 47B-3000 SIDEWALKS | | | 0025 3075.52 7606.000 SY | 29.50000 224377.00| 29.20000 222095.20| 37.00000 281422.00 10" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0026 7018.01 634.000 LF | 10.00000 6340.00| 10.00000 6340.00| 12.00000 7608.00 RESET GUARDRAIL | | | 0027 7322.05 14.940 SY | 120.00000 1792.80| 120.00000 1792.80| 150.00000 2241.00 INSTALL TYPE B SIGN | | | 0028 7340.00 804.000 LB | 2.10000 1688.40| 2.20000 1768.80| 2.50000 2010.00 STRUCTURAL STEEL FOR SIGN SUPPORTS | | | 0029 7360.30 2.000 EACH| 455.00000 910.00| 500.00000 1000.00| 550.00000 1100.00 30" SIGN SUPPORT FOOTING | | | 0030 8011.05 10055.000 SY | 3.05000 30667.75| 3.05000 30667.75| 3.02000 30366.10 CRUSHED ROCK FOUNDATION COURSE 6" | | | 0031 9005.00 100.000 TON | 81.00000 8100.00| 81.00000 8100.00| 90.00000 9000.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP5(0.5) | | | 0032 9005.55 650.000 TON | 46.75000 30387.50| 47.00000 30550.00| 56.00000 36400.00 ASPHALTIC CONCRETE, TYPE SP5(0.5) | | | 0033 9009.88 2605.000 SY | 29.35000 76456.75| 30.00000 78150.00| 32.31000 84167.55 SURFACING 10" | | | 0034 9173.20 10055.000 SY | 1.35000 13574.25| 1.32000 13272.60| 1.41000 14177.55 SUBGRADE PREPARATION | | | 0035 9179.80 4.000 EACH| 1500.00000 6000.00| 1200.00000 4800.00| 1600.00000 6400.00 MILLING CONCRETE FOR INLAYS | | | SECTION TOTALS | $ 438,379.45| $ 443,215.15| $ 533,167.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6 BRIDGE AT STA. 606+79.09 6 SPAN ROLLED BEAM STEEL GIRDER BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F05 -11 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 1486X COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 2207 |( 5 ) 0880 |( 6 ) 2860 |UNITED CONTRACTORS, INC. |CHRISTENSEN BROS., INC. |COMMERCIAL CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 0030.60 LUMP| 295000.00000 295000.00| 300000.00000 300000.00| 300000.00000 300000.00 MOBILIZATION | | | 0037 3050.15 752.200 CY | 180.00000 135396.00| 220.00000 165484.00| 170.00000 127874.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0038 3051.10 69635.000 LB | 0.50000 34817.50| 0.50000 34817.50| 0.62000 43173.70 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0039 6000.10 463.000 LS | 4000.00000 4000.00| 20000.00000 20000.00| 9000.00000 9000.00 ABUTMENT NO.1 EXCAVATION | | | 0040 6000.11 575.000 LS | 4000.00000 4000.00| 20000.00000 20000.00| 8000.00000 8000.00 ABUTMENT NO.2 EXCAVATION | | | 0041 6000.20 223.000 LS | 40000.00000 40000.00| 25000.00000 25000.00| 9000.00000 9000.00 PIER NO.1 EXCAVATION | | | 0042 6000.21 201.000 LS | 20000.00000 20000.00| 25000.00000 25000.00| 50000.00000 50000.00 PIER NO.2 EXCAVATION | | | 0043 6000.22 219.000 LS | 50000.00000 50000.00| 25000.00000 25000.00| 69000.00000 69000.00 PIER NO.3 EXCAVATION | | | 0044 6000.23 243.000 LS | 40000.00000 40000.00| 80000.00000 80000.00| 33024.43000 33024.43 PIER NO.4 EXCAVATION | | | 0045 6000.24 216.000 LS | 40000.00000 40000.00| 25000.00000 25000.00| 9000.00000 9000.00 PIER NO.5 EXCAVATION | | | 0046 6005.35 316.400 LF | 50.00000 15820.00| 50.00000 15820.00| 35.00000 11074.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0047 6005.78 108.000 EACH| 450.00000 48600.00| 800.00000 86400.00| 500.00000 54000.00 EXPANSION BEARING, TFE TYPE | | | 0048 6005.83 18.000 EACH| 1200.00000 21600.00| 750.00000 13500.00| 600.00000 10800.00 FIXED BEARING | | | 0049 6010.22 1377.500 CY | 308.00000 424270.00| 290.00000 399475.00| 299.00000 411872.50 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0050 6010.26 1650.000 CY | 295.00000 486750.00| 230.00000 379500.00| 350.00000 577500.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0051 6030.00 1.000 EACH| 190000.00000 190000.00| 190000.00000 190000.00| 280000.00000 280000.00 PREPARATION OF BRIDGE AT STA. 606+91.27 | | | LT. | | | 0052 6030.01 1.000 EACH| 150000.00000 150000.00| 190000.00000 190000.00| 270000.00000 270000.00 PREPARATION OF BRIDGE AT STA. 606+66.91 | | | RT. | | | 0053 6071.12 491140.000 LS | 532750.00000 532750.00| 450000.00000 450000.00| 460000.00000 460000.00 STEEL SUPERSTRUCTURE AT STA. 606+79.09 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F05 -12 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 1486X COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 2207 |( 5 ) 0880 |( 6 ) 2860 |UNITED CONTRACTORS, INC. |CHRISTENSEN BROS., INC. |COMMERCIAL CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 6080.00 12610.000 LB | 2.00000 25220.00| 2.00000 25220.00| 1.60000 20176.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0055 6107.00 979.000 SY | 45.00000 44055.00| 45.00000 44055.00| 30.00000 29370.00 CONCRETE SLOPE PROTECTION | | | 0056 6131.50 605410.000 LB | 0.50000 302705.00| 0.50000 302705.00| 0.65000 393516.50 EPOXY COATED REINFORCING STEEL | | | 0057 6139.50 321.000 SY | 30.00000 9630.00| 40.00000 12840.00| 31.00000 9951.00 SUBSURFACE DRAINAGE MATTING | | | 0058 6210.50 12385.000 LF | 20.00000 247700.00| 22.00000 272470.00| 25.00000 309625.00 PIPE PILING | | | 0059 6430.00 25632.000 LS | 51000.00000 51000.00| 51000.00000 51000.00| 85000.00000 85000.00 PAINTING STRUCTURE AT STA. 606+79.09 | | | 0060 6430.30 990.000 SF | 11.00000 10890.00| 11.00000 10890.00| 20.00000 19800.00 PAINTING STRUCTURE (FULL REMOVAL) AT | | | STA. 606+79.09 | | | 0061 6510.60 88.900 LS | 20000.00000 20000.00| 28000.00000 28000.00| 31000.00000 31000.00 BRIDGE SHORING | | | 0062 6601.15 469.100 LF | 10.00000 4691.00| 10.00000 4691.00| 12.00000 5629.20 1 1/2" CONDUIT IN BRIDGE | | | 0063 8091.00 770.000 CY | 20.00000 15400.00| 30.00000 23100.00| 24.00000 18480.00 GRANULAR BACKFILL | | | 0064 A010.63 5.000 EACH| 1000.00000 5000.00| 1000.00000 5000.00| 1200.00000 6000.00 UNDERDECK LUMINAIRE, TYPE UD-250 | | | SECTION TOTALS | $ 3,269,294.50| $ 3,224,967.50| $ 3,661,866.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 10 GENERAL ITEMS | | | 0065 0001.08 30375.000 BDAY| 0.50000 15187.50| 0.50000 15187.50| 0.50000 15187.50 BARRICADE, TYPE II | | | 0066 0001.10 7420.000 BDAY| 0.30000 2226.00| 0.80000 5936.00| 1.00000 7420.00 BARRICADE, TYPE III | | | 0067 0001.75 1000.000 EACH| 3.00000 3000.00| 2.00000 2000.00| 3.00000 3000.00 TEMPORARY SIGN DAY | | | 0068 0001.90 37156.000 EACH| 0.03000 1114.68| 0.36000 13376.16| 1.00000 37156.00 SIGN DAY | | | 0069 0001.99 1454.000 EACH| 1.10000 1599.40| 1.00000 1454.00| 1.00000 1454.00 CONTRACTOR FURNISHED SIGN DAY | | | 0070 0002.30 9250.000 LF | 0.40000 3700.00| 0.32000 2960.00| 0.30000 2775.00 PAVEMENT MARKING REMOVAL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F05 -13 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 1486X COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 2207 |( 5 ) 0880 |( 6 ) 2860 |UNITED CONTRACTORS, INC. |CHRISTENSEN BROS., INC. |COMMERCIAL CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 0002.39 29800.000 LF | 0.65000 19370.00| 0.76000 22648.00| 0.75000 22350.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0072 0002.47 16000.000 LF | 0.25000 4000.00| 0.41000 6560.00| 0.40000 6400.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0073 0002.97 300.000 DAY | 15.00000 4500.00| 20.00000 6000.00| 21.00000 6300.00 FLASHING ARROW PANEL | | | 0074 0003.10 15.000 DAY | 200.00000 3000.00| 180.00000 2700.00| 250.00000 3750.00 FLAGGING | | | 0075 0003.50 3642.500 LF | 40.00000 145700.00| 38.00000 138415.00| 36.00000 131130.00 CONCRETE PROTECTION BARRIER | | | 0076 0003.53 1800.000 LF | 8.00000 14400.00| 8.30000 14940.00| 10.00000 18000.00 TEMPORARY GLARE SCREEN | | | 0077 0003.56 5022.500 LF | 8.00000 40180.00| 12.00000 60270.00| 3.50000 17578.75 RELOCATE CONCRETE PROTECTION BARRIER | | | 0078 0003.57 7.000 EACH| 1650.00000 11550.00| 900.00000 6300.00| 1500.00000 10500.00 RELOCATE INERTIAL BARRIER SYSTEM | | | 0079 0003.64 5.000 EACH| 5.00000 25.00| 300.00000 1500.00| 350.00000 1750.00 REPLACEMENT MODULE | | | 0080 0005.10 727.000 DAY | 15.00000 10905.00| 140.00000 101780.00| 200.00000 145400.00 TRAFFIC CONTROL MANAGEMENT | | | 0081 0010.04 1.000 EACH| 5000.00000 5000.00| 4000.00000 4000.00| 6500.00000 6500.00 FIELD OFFICE | | | 0082 0020.00 2000.000 HOUR| 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 TRAINING | | | 0083 0030.00 LUMP| 80000.00000 80000.00| 30000.00000 30000.00| 15000.00000 15000.00 MOBILIZATION | | | 0084 7019.80 3.000 EACH| 6525.00000 19575.00| 5100.00000 15300.00| 6100.00000 18300.00 PERMANENT INERTIAL BARRIER SYSTEM | | | 0085 9110.01 45.000 HOUR| 60.00000 2700.00| 70.00000 3150.00| 75.00000 3375.00 RENTAL OF LOADER, FULLY OPERATED | | | 0086 9110.02 20.000 HOUR| 75.00000 1500.00| 60.00000 1200.00| 80.00000 1600.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0087 9110.03 45.000 HOUR| 50.00000 2250.00| 60.00000 2700.00| 70.00000 3150.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0088 9110.06 25.000 HOUR| 60.00000 1500.00| 90.00000 2250.00| 75.00000 1875.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0089 9110.07 45.000 HOUR| 40.00000 1800.00| 40.00000 1800.00| 60.00000 2700.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F05 -14 TABULATION OF BIDS CALL ORDER : F05 CONTRACT ID : 1486X COUNTIES : LANCASTER LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 2207 |( 5 ) 0880 |( 6 ) 2860 |UNITED CONTRACTORS, INC. |CHRISTENSEN BROS., INC. |COMMERCIAL CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 A801.00 450.000 HOUR| 30.00000 13500.00| 30.00000 13500.00| 70.00000 31500.00 CONSTRUCTION LIGHTING | | | SECTION TOTALS | $ 409,882.58| $ 477,526.66| $ 515,751.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,509,014.08| $ 4,546,775.21| $ 5,221,215.38 ====================================================================================================================================
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