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12/20/2002
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December 19, 2002
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : 2 VENDOR RANKING CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 DISTRICT : 2 CONTRACT DESCRIPTION : PROJECT(S) : EACNH-80-9(809) ON I-80, N-370 TO RUFF ROAD. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 3519 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED IN THIS 3519 LETTING IS LIMITED TO $41,253,239.23. 3519 THE NUMBER OF PRIME CONTRACTS WHICH WILL BE ACCEPTED IN THIS 3519 LETTING IS LIMITED TO 1. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0049 HAWKINS CONSTRUCTION COMPANY $ 39,143,149.79 100.0000% 2 3556 KOSS CONSTRUCTION COMPANY AND SUBSIDIARY $ 39,501,485.85 100.9155% 3 0751 IRVING F. JENSEN CO., INC. $ 39,650,595.27 101.2964% 4 3652 CEDAR VALLEY CORP. AND SUBSIDIARIES $ 39,775,132.28 101.6145% 5 3519 INTERSTATE HIGHWAY CONSTRUCTION INC. & SUBSIDIARY $ 41,253,239.23 105.3907% 6 1276 KIEWIT WESTERN CO. $ 42,217,068.47 107.8530% 7 0103 CHAS. VRANA & SON CONSTRUCTION CO. $ 42,680,997.70 109.0382% 8 0229 FRED CARLSON COMPANY, INC. $ 44,280,780.86 113.1252% NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -3 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 3556 |( 3 ) 0751 |HAWKINS CONSTRUCTION COMPAN |KOSS CONSTRUCTION COMPANY A |JENSEN CO., INC./IRVING F. 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| 652115.00000 652115.00| 315000.00000 315000.00| 901000.00000 901000.00 MOBILIZATION | | | 0002 1000.00 53.000 EACH| 269.41000 14278.73| 250.00000 13250.00| 300.00000 15900.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 78130.00000 78130.00| 72500.00000 72500.00| 100000.00000 100000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.01 1391910.000 CY | 1.98000 2755981.80| 1.84000 2561114.40| 2.20000 3062202.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0005 1011.00 2785.000 MGAL| 10.78000 30022.30| 10.00000 27850.00| 11.00000 30635.00 WATER | | | 0006 1012.00 17.000 EACH| 64.66000 1099.22| 60.00000 1020.00| 65.00000 1105.00 RIGHT-OF-WAY MARKERS | | | 0007 1041.00 1127085.000 SY | 0.34000 383208.90| 0.32000 360667.20| 0.35000 394479.75 SALVAGING AND PLACING TOPSOIL | | | 0008 1090.00 1.000 EACH| 1078.00000 1078.00| 1000.00000 1000.00| 1000.00000 1000.00 ABANDON WELLS | | | 0009 1101.00 5304.000 SY | 3.13000 16601.52| 2.90000 15381.60| 3.00000 15912.00 REMOVE PAVEMENT | | | 0010 1101.25 324.840 LF | 2.50000 812.10| 2.50000 812.10| 2.50000 812.10 SAWING PAVEMENT | | | 0011 1111.00 94702.000 LF | 0.57000 53980.14| 0.20000 18940.40| 0.25000 23675.50 REMOVE FENCE | | | 0012 1123.00 6964.000 SY | 2.69000 18733.16| 2.50000 17410.00| 2.75000 19151.00 REMOVE CONCRETE DITCH LINER | | | 0013 1124.00 1.000 EACH| 1616.00000 1616.00| 1500.00000 1500.00| 2000.00000 2000.00 REMOVE BUILDING AT STA. 2445+15 LT. | | | 0014 3017.50 21663.000 SF | 5.99000 129761.37| 5.52000 119579.76| 5.56000 120446.28 INTERLOCKING CONCRETE PAVER BLOCK | | | 0015 3017.55 24831.000 SF | 1.98000 49165.38| 2.06000 51151.86| 2.08000 51648.48 SOIL GRID CONFINEMENT SYSTEM | | | 0016 3275.20 291137.000 SY | 4.35000 1266445.95| 4.04000 1176193.48| 4.10000 1193661.70 CRUSH CONCRETE PAVEMENT | | | 0017 4045.00 1.000 EACH| 539.00000 539.00| 500.00000 500.00| 500.00000 500.00 REMOVE STRUCTURE AT STA. 2445+07 LT. | | | 0018 4045.01 1.000 EACH| 539.00000 539.00| 500.00000 500.00| 500.00000 500.00 REMOVE STRUCTURE AT STA. 2447+74 LT. | | | 0019 4054.60 800.000 LF | 40.28000 32224.00| 149.00000 119200.00| 148.00000 118400.00 TEMPORARY SHORING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -4 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 3556 |( 3 ) 0751 |HAWKINS CONSTRUCTION COMPAN |KOSS CONSTRUCTION COMPANY A |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 4670.05 72.890 CY | 161.65000 11782.67| 150.00000 10933.50| 150.00000 10933.50 CULVERT SANDFILL | | | 0021 7017.00 16980.000 LF | 1.62000 27507.60| 1.50000 25470.00| 2.10000 35658.00 REMOVE GUARDRAIL | | | 0022 L006.50 242.000 ACRE| 200.65000 48557.30| 186.19000 45057.98| 186.19000 45057.98 TEMPORARY SEEDING | | | 0023 L020.00 3023.000 SY | 1.29000 3899.67| 1.20000 3627.60| 1.20000 3627.60 EROSION CONTROL | | | 0024 L020.01 42301.000 SY | 4.16000 175972.16| 3.86000 163281.86| 3.86000 163281.86 EROSION CONTROL, TYPE A | | | 0025 L020.03 167725.000 SY | 1.36000 228106.00| 1.28000 214688.00| 1.28000 214688.00 EROSION CONTROL, TYPE C | | | 0026 L020.08 43288.000 SY | 4.27000 184839.76| 3.96000 171420.48| 3.96000 171420.48 EROSION CONTROL, TYPE AA | | | 0027 L020.09 11635.000 SY | 9.16000 106576.60| 8.50000 98897.50| 8.50000 98897.50 EROSION CONTROL, TYPE AAA | | | 0028 L020.10 7751.000 SY | 1.40000 10851.40| 1.30000 10076.30| 1.30000 10076.30 EROSION CONTROL, TYPE HV | | | 0029 L021.01 818.000 BALE| 14.01000 11460.18| 13.00000 10634.00| 13.00000 10634.00 EROSION CHECKS, TYPE A | | | 0030 L021.03 884.000 BALE| 12.93000 11430.12| 12.00000 10608.00| 12.00000 10608.00 EROSION CHECKS, TYPE C | | | 0031 L021.06 419.000 BALE| 12.93000 5417.67| 12.00000 5028.00| 12.00000 5028.00 EROSION CHECKS, TYPE HV | | | 0032 L021.21 3353.000 BALE| 14.01000 46975.53| 13.00000 43589.00| 13.00000 43589.00 EROSION CHECKS, TYPE AA | | | 0033 L021.22 576.000 BALE| 32.33000 18622.08| 30.00000 17280.00| 30.00000 17280.00 EROSION CHECKS, TYPE AAA | | | 0034 L022.11 36764.000 LF | 2.05000 75366.20| 1.90000 69851.60| 1.90000 69851.60 FABRIC SILT FENCE-LOW POROSITY | | | 0035 L022.12 233.000 LF | 2.37000 552.21| 2.20000 512.60| 2.20000 512.60 FABRIC SILT FENCE-HIGH POROSITY | | | 0036 L022.13 1647.000 LF | 2.37000 3903.39| 2.20000 3623.40| 2.20000 3623.40 FABRIC SILT FENCE-LOW PROFILE HIGH | | | POROSITY | | | 0037 L022.25 3199.000 LF | 3.02000 9660.98| 2.80000 8957.20| 2.80000 8957.20 FABRIC SILT FENCE, TYPE COIR FIBER | | | 0038 L022.75 16903.000 LF | 4.28000 72344.84| 3.97000 67104.91| 3.97000 67104.91 TEMPORARY SILT CHECK | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -5 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 3556 |( 3 ) 0751 |HAWKINS CONSTRUCTION COMPAN |KOSS CONSTRUCTION COMPANY A |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 L032.75 545.000 TON | 64.66000 35239.70| 60.00000 32700.00| 60.00000 32700.00 MULCH | | | 0040 P402.12 129.000 LF | 10.78000 1390.62| 10.00000 1290.00| 10.00000 1290.00 12" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0041 P402.15 2136.000 LF | 12.93000 27618.48| 12.00000 25632.00| 12.00000 25632.00 15" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0042 P406.12 2094.000 LF | 10.78000 22573.32| 10.00000 20940.00| 10.00000 20940.00 12" CULVERT PIPE, TYPE 2,3,4 OR 5 | | | SECTION TOTALS | $ 6,626,980.05| $ 5,934,774.73| $ 7,124,420.74 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0043 0002.61 2390.000 EACH| 26.94000 64386.60| 25.00000 59750.00| 25.00000 59750.00 PLOWABLE PAVEMENT MARKER | | | 0044 0030.30 LUMP| 1576746.00000 1576746.00| 1203238.39000 1203238.39| 1146355.00000 1146355.00 MOBILIZATION | | | 0045 1020.01 377.000 EACH| 14.82000 5587.14| 13.75000 5183.75| 13.75000 5183.75 DELINEATOR, TYPE I | | | 0046 1020.02 87.000 EACH| 15.90000 1383.30| 14.75000 1283.25| 14.75000 1283.25 DELINEATOR, TYPE II | | | 0047 2009.52 67886.000 SY | 0.38000 25796.68| 0.35000 23760.10| 0.35000 23760.10 CRUSHED ROCK EMBEDMENT | | | 0048 2010.03 9334.000 TON | 8.98000 83819.32| 8.33000 77752.22| 8.33000 77752.22 CRUSHED ROCK SURFACE COURSE | | | 0049 3017.40 2042.200 SY | 12.29000 25098.64| 24.58000 50197.28| 24.58000 50197.28 CONCRETE CLASS 47B-3000 MEDIAN SURFACIN | | | 0050 3025.00 927.000 LF | 32.32000 29960.64| 36.85000 34159.95| 36.85000 34159.95 CONCRETE CLASS 47BD-4000 MEDIAN BARRIER | | | 0051 3027.00 2.000 EACH| 1839.00000 3678.00| 3910.00000 7820.00| 3910.00000 7820.00 CONCRETE CLASS 47BD-4000 MEDIAN BARRIER | | | TRANSITION SECTION | | | 0052 3075.72 17059.000 SY | 22.91000 390821.69| 27.40000 467416.60| 28.75000 490446.25 12" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0053 3075.76 20022.000 SY | 25.28000 506156.16| 30.00000 600660.00| 31.25000 625687.50 12" DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-3500 | | | 0054 3075.92 258703.000 SY | 23.95000 6195936.85| 23.50000 6079520.50| 23.70000 6131261.10 14" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0055 3075.96 383485.000 SY | 25.49000 9775032.65| 30.00000 11504550.00| 25.00000 9587125.00 14" DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-3500 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -6 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 3556 |( 3 ) 0751 |HAWKINS CONSTRUCTION COMPAN |KOSS CONSTRUCTION COMPANY A |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 3089.25 60414.000 SY | 33.04000 1996078.56| 32.00000 1933248.00| 37.00000 2235318.00 TEMPORARY SURFACING 10" | | | 0057 3300.50 26.670 LS | 72016.00000 72016.00| 50000.00000 50000.00| 30000.00000 30000.00 PORTLAND CEMENT CONCRETE SMOOTHNESS | | | TESTING | | | 0058 3300.65 333.000 EACH| 53.10000 17682.30| 50.00000 16650.00| 75.00000 24975.00 CONCRETE PAVEMENT THICKNESS CORE | | | 0059 6010.40 50.490 CY | 356.22000 17985.55| 323.00000 16308.27| 323.00000 16308.27 CLASS 47BD-4000 CONCRETE FOR BARRIER | | | 0060 6010.75 39.000 CY | 185.80000 7246.20| 285.25000 11124.75| 285.25000 11124.75 CLASS 47BD-4000 CONCRETE FOR PIER | | | PROTECTION | | | 0061 6131.61 16133.000 LB | 0.63000 10163.79| 0.73000 11777.09| 0.73000 11777.09 EPOXY COATED REINFORCING STEEL FOR | | | BARRIER | | | 0062 6131.75 1680.000 LB | 0.99000 1663.20| 0.60000 1008.00| 0.60000 1008.00 EPOXY COATED REINFORCING STEEL FOR PIER | | | PROTECTION | | | 0063 7492.14 97800.000 LF | 0.98000 95844.00| 0.91000 88998.00| 0.91000 88998.00 4" WHITE DURABLE LIQUID PAVEMENT MARKIN | | | 0064 7492.24 97800.000 LF | 0.98000 95844.00| 0.91000 88998.00| 0.91000 88998.00 4" YELLOW DURABLE LIQUID PAVEMENT | | | MARKING | | | 0065 7500.42 4.000 EACH| 269.00000 1076.00| 250.00000 1000.00| 250.00000 1000.00 HANDICAPPED SYMBOL PREFORMED PAVEMENT | | | MARKING, TYPE 4 | | | 0066 7502.04 10700.000 LF | 1.99000 21293.00| 1.85000 19795.00| 1.85000 19795.00 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0067 7502.14 46950.000 LF | 2.94000 138033.00| 2.73000 128173.50| 2.73000 128173.50 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4, GROOVED | | | 0068 7503.04 4350.000 LF | 2.04000 8874.00| 1.89000 8221.50| 1.89000 8221.50 4" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0069 7508.04 1375.000 LF | 6.74000 9267.50| 6.25000 8593.75| 6.25000 8593.75 12" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0070 7508.14 2200.000 LF | 9.43000 20746.00| 8.75000 19250.00| 8.75000 19250.00 12" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4, GROOVED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -7 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 3556 |( 3 ) 0751 |HAWKINS CONSTRUCTION COMPAN |KOSS CONSTRUCTION COMPANY A |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 8011.09 25635.000 SY | 10.01000 256606.35| 9.30000 238405.50| 18.00000 461430.00 CRUSHED ROCK FOUNDATION COURSE 9" | | | 0072 8011.12 33375.000 SY | 13.02000 434542.50| 10.75000 358781.25| 23.00000 767625.00 CRUSHED ROCK FOUNDATION COURSE 12" | | | 0073 8022.00 8200.000 TON | 105.41000 864362.00| 84.40000 692080.00| 111.00000 910200.00 HYDRATED LIME | | | 0074 8029.11 58950.000 SY | 4.58000 269991.00| 4.35000 256432.50| 4.06000 239337.00 AGGREGATE FOUNDATION COURSE-D 5" | | | 0075 8029.85 277607.000 SY | 1.83000 508020.81| 2.00000 555214.00| 1.56000 433066.92 BITUMINOUS FOUNDATION COURSE 5" | | | 0076 8032.05 336558.000 SY | 1.24000 417331.92| 2.00000 673116.00| 1.01000 339923.58 CRUSHED CONCRETE FOUNDATION COURSE 5" | | | 0077 8060.05 1105.000 EACH| 41.40000 45747.00| 71.35000 78841.75| 71.35000 78841.75 GRANULAR SUBDRAIN | | | 0078 8060.06 81550.000 LF | 2.23000 181856.50| 1.85000 150867.50| 1.85000 150867.50 LONGITUDINAL SUBDRAIN | | | 0079 8101.50 673115.000 SY | 1.48000 996210.20| 1.45000 976016.75| 1.49000 1002941.35 STABILIZED SUBGRADE | | | 0080 9005.00 100.000 TON | 84.06000 8406.00| 92.83000 9283.00| 78.00000 7800.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP5(0.5) | | | 0081 9009.86 1029.000 SY | 29.40000 30252.60| 31.63000 32547.27| 27.50000 28297.50 SURFACING 6" | | | 0082 9111.00 2678.000 MGAL| 18.77000 50266.06| 25.00000 66950.00| 10.00000 26780.00 WATER | | | 0083 9170.00 1949.825 STA | 137.94000 268958.86| 128.00000 249577.60| 128.00000 249577.60 EARTH SHOULDER CONSTRUCTION | | | 0084 9179.34 139099.000 SY | 2.08000 289325.92| 1.93000 268461.07| 1.82000 253160.18 COLD MILLING, CLASS 4 | | | 0085 9185.77 1877.000 STA | 16.92000 31758.84| 14.00000 26278.00| 14.00000 26278.00 RUMBLE STRIPS, CONCRETE | | | 0086 9188.50 199.000 SY | 26.17000 5207.83| 32.25000 6417.75| 22.70000 4517.30 SURFACING UNDER GUARDRAIL | | | SECTION TOTALS | $ 25,857,061.16| $ 27,157,707.84| $ 25,914,965.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0087 0030.40 LUMP| 128614.00000 128614.00| 107950.00000 107950.00| 116000.00000 116000.00 MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -8 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 3556 |( 3 ) 0751 |HAWKINS CONSTRUCTION COMPAN |KOSS CONSTRUCTION COMPANY A |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 1043.50 750.000 SY | 0.73000 547.50| 3.00000 2250.00| 1.90000 1425.00 RIPRAP FILTER FABRIC | | | 0089 1119.00 64.000 EACH| 165.39000 10584.96| 195.00000 12480.00| 195.00000 12480.00 REMOVE INLET | | | 0090 4002.00 125.000 LB | 1.06000 132.50| 1.80000 225.00| 1.80000 225.00 CAST IRON COVER AND FRAME | | | 0091 4004.50 19500.000 LB | 1.16000 22620.00| 1.60000 31200.00| 1.60000 31200.00 CAST IRON GRATE AND FRAME | | | 0092 4018.00 1.000 EACH| 789.00000 789.00| 625.00000 625.00| 625.00000 625.00 TAPPING EXISTING STRUCTURE | | | 0093 4018.50 11.000 EACH| 148.76000 1636.36| 408.90000 4497.90| 408.90000 4497.90 TAPPING EXISTING PIPE | | | 0094 4035.00 34.000 EACH| 30.16000 1025.44| 96.85000 3292.90| 96.85000 3292.90 REMOVE FLARED-END SECTION | | | 0095 4035.25 4.000 EACH| 56.00000 224.00| 110.00000 440.00| 110.00000 440.00 REMOVE AND SALVAGE FLARED-END SECTION | | | 0096 4040.00 85.000 EACH| 88.23000 7499.55| 135.00000 11475.00| 135.00000 11475.00 REMOVE HEADWALLS FROM CULVERTS | | | 0097 4041.00 1.000 EACH| 737.00000 737.00| 1625.00000 1625.00| 1625.00000 1625.00 CULVERT CLEANOUT AT STA. 2283+09.8 | | | 0098 4043.50 86.000 LF | 7.20000 619.20| 10.00000 860.00| 10.00000 860.00 REMOVE SEWER PIPE | | | 0099 4044.00 1.000 EACH| 1220.00000 1220.00| 1500.00000 1500.00| 2000.00000 2000.00 PREPARATION OF STRUCTURE AT STA. | | | 2248+59 LT. | | | 0100 4044.01 1.000 EACH| 1883.00000 1883.00| 800.00000 800.00| 1000.00000 1000.00 PREPARATION OF STRUCTURE AT STA. 2248+5 | | | 0101 4044.02 1.000 EACH| 1651.00000 1651.00| 1500.00000 1500.00| 2000.00000 2000.00 PREPARATION OF STRUCTURE AT STA. | | | 2266+65.5 | | | 0102 4044.03 1.000 EACH| 1983.00000 1983.00| 1800.00000 1800.00| 1900.00000 1900.00 PREPARATION OF STRUCTURE AT STA. | | | 2283+09.8 | | | 0103 4044.04 1.000 EACH| 8506.00000 8506.00| 13970.00000 13970.00| 15000.00000 15000.00 PREPARATION OF STRUCTURE AT STA. 2302+8 | | | 0104 4044.05 1.000 EACH| 1570.00000 1570.00| 1500.00000 1500.00| 1900.00000 1900.00 PREPARATION OF STRUCTURE AT STA. | | | 2360+58.3 | | | 0105 4044.06 1.000 EACH| 1995.00000 1995.00| 1500.00000 1500.00| 1800.00000 1800.00 PREPARATION OF STRUCTURE AT STA. | | | 2419+72.7 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -9 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 3556 |( 3 ) 0751 |HAWKINS CONSTRUCTION COMPAN |KOSS CONSTRUCTION COMPANY A |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0106 4044.07 1.000 EACH| 3542.00000 3542.00| 1500.00000 1500.00| 1800.00000 1800.00 PREPARATION OF STRUCTURE AT STA. | | | 2437+45.5 | | | 0107 4044.08 1.000 EACH| 10169.00000 10169.00| 13970.00000 13970.00| 15000.00000 15000.00 PREPARATION OF STRUCTURE AT STA. | | | 2475+83.6 | | | 0108 4044.09 1.000 EACH| 7503.00000 7503.00| 13970.00000 13970.00| 15000.00000 15000.00 PREPARATION OF STRUCTURE AT STA. | | | 2492+69.8 | | | 0109 4044.10 1.000 EACH| 2636.00000 2636.00| 1800.00000 1800.00| 2000.00000 2000.00 PREPARATION OF STRUCTURE AT STA. 2569+9 | | | 0110 4044.11 1.000 EACH| 2933.00000 2933.00| 4490.00000 4490.00| 5000.00000 5000.00 PREPARATION OF STRUCTURE AT STA. | | | 2593+46.7 | | | 0111 4044.12 1.000 EACH| 4830.00000 4830.00| 1500.00000 1500.00| 1900.00000 1900.00 PREPARATION OF STRUCTURE AT STA. 2640+9 | | | 0112 4044.13 1.000 EACH| 1813.00000 1813.00| 1800.00000 1800.00| 2000.00000 2000.00 PREPARATION OF STRUCTURE AT STA. | | | 2677+94.7 | | | 0113 4044.14 1.000 EACH| 1982.00000 1982.00| 1800.00000 1800.00| 2000.00000 2000.00 PREPARATION OF STRUCTURE AT STA. | | | 2685+84.1 | | | 0114 4050.01 18946.000 CY | 2.49000 47175.54| 6.65000 125990.90| 6.65000 125990.90 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0115 4051.01 9194.000 CY | 8.36000 76861.84| 12.00000 110328.00| 14.00000 128716.00 EXCAVATION FOR BOX CULVERTS | | | 0116 4100.06 38.100 CY | 291.44000 11103.86| 267.30000 10184.13| 297.30000 11327.13 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0117 4101.06 2258.790 CY | 281.32000 635442.80| 258.00000 582767.82| 300.00000 677637.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0118 4105.59 52.600 CY | 448.90000 23612.14| 395.00000 20777.00| 440.00000 23144.00 CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0119 4107.07 40.880 CY | 466.72000 19079.51| 195.90000 8008.39| 225.90000 9234.79 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -10 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 3556 |( 3 ) 0751 |HAWKINS CONSTRUCTION COMPAN |KOSS CONSTRUCTION COMPANY A |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 4130.06 0.090 CY | 31125.00000 2801.25| 1500.00000 135.00| 1500.00000 135.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | PIPE CULVERT PLUG | | | 0121 4150.00 3744.000 LB | 0.27000 1010.88| 0.80000 2995.20| 0.80000 2995.20 REINFORCING STEEL FOR HEADWALL | | | 0122 4151.00 216177.000 LB | 0.63000 136191.51| 0.53000 114573.81| 0.53000 114573.81 REINFORCING STEEL FOR BOX CULVERT | | | 0123 4155.50 3827.000 LB | 0.27000 1033.29| 0.95000 3635.65| 0.95000 3635.65 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0124 4157.00 2514.000 LB | 0.27000 678.78| 1.00000 2514.00| 1.00000 2514.00 REINFORCING STEEL FOR COLLARS | | | 0125 4210.18 34.000 EACH| 128.49000 4368.66| 193.00000 6562.00| 193.00000 6562.00 BAR GRATE FOR 18" FLARED-END SECTION | | | 0126 4210.24 2.000 EACH| 161.00000 322.00| 230.00000 460.00| 230.00000 460.00 BAR GRATE FOR 24" FLARED-END SECTION | | | 0127 4210.30 2.000 EACH| 195.00000 390.00| 275.00000 550.00| 275.00000 550.00 BAR GRATE FOR 30" FLARED-END SECTION | | | 0128 4210.36 4.000 EACH| 357.00000 1428.00| 393.60000 1574.40| 393.60000 1574.40 BAR GRATE FOR 36" FLARED-END SECTION | | | 0129 4210.48 2.000 EACH| 352.00000 704.00| 453.40000 906.80| 453.40000 906.80 BAR GRATE FOR 48" FLARED-END SECTION | | | 0130 4310.15 2.000 EACH| 100.00000 200.00| 300.00000 600.00| 300.00000 600.00 15" FLARED-END SECTION | | | 0131 4310.18 91.000 EACH| 241.46000 21972.86| 295.00000 26845.00| 295.00000 26845.00 18" FLARED-END SECTION | | | 0132 4310.24 29.000 EACH| 217.78000 6315.62| 325.00000 9425.00| 325.00000 9425.00 24" FLARED-END SECTION | | | 0133 4310.30 5.000 EACH| 346.00000 1730.00| 380.00000 1900.00| 380.00000 1900.00 30" FLARED-END SECTION | | | 0134 4310.36 22.000 EACH| 443.64000 9760.08| 485.00000 10670.00| 485.00000 10670.00 36" FLARED-END SECTION | | | 0135 4310.42 12.000 EACH| 607.81000 7293.72| 625.00000 7500.00| 625.00000 7500.00 42" FLARED-END SECTION | | | 0136 4310.48 12.000 EACH| 787.54000 9450.48| 820.00000 9840.00| 820.00000 9840.00 48" FLARED-END SECTION | | | 0137 4310.66 1.000 EACH| 1264.00000 1264.00| 1375.00000 1375.00| 1375.00000 1375.00 66" FLARED-END SECTION | | | 0138 4325.18 2.000 EACH| 454.00000 908.00| 1461.00000 2922.00| 1461.00000 2922.00 18" SAFETY SLOPED END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -11 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 3556 |( 3 ) 0751 |HAWKINS CONSTRUCTION COMPAN |KOSS CONSTRUCTION COMPANY A |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0139 4461.18 1.000 EACH| 264.00000 264.00| 120.00000 120.00| 120.00000 120.00 INSTALL 18" CONCRETE FLARED-END SECTION | | | 0140 4461.24 2.000 EACH| 296.00000 592.00| 135.00000 270.00| 135.00000 270.00 INSTALL 24" CONCRETE FLARED-END SECTION | | | 0141 4461.36 1.000 EACH| 458.00000 458.00| 165.00000 165.00| 165.00000 165.00 INSTALL 36" CONCRETE FLARED-END SECTION | | | 0142 4670.05 788.000 CY | 30.69000 24183.72| 7.80000 6146.40| 7.80000 6146.40 CULVERT SANDFILL | | | 0143 4680.18 1518.600 LF | 58.48000 88807.73| 66.00000 100227.60| 66.00000 100227.60 18" CORRUGATED METAL SLOTTED PIPE | | | 0144 4885.48 456.000 LF | 229.54000 104670.24| 213.00000 97128.00| 305.00000 139080.00 JACKING 48" CULVERT PIPE, TYPE 2 CLASS | | | 0145 4900.11 11.000 SY | 592.71000 6519.81| 589.50000 6484.50| 105.00000 1155.00 CONCRETE CULVERT REPAIR | | | 0146 4900.12 193.000 SY | 350.24000 67596.32| 348.00000 67164.00| 125.00000 24125.00 SHOTCRETE REPAIR | | | 0147 4900.24 13.000 EACH| 1735.76000 22564.88| 595.00000 7735.00| 595.00000 7735.00 AREA INLET SEDIMENT FILTER | | | 0148 6040.00 1.000 EACH| 27853.00000 27853.00| 48000.00000 48000.00| 45000.00000 45000.00 REMOVE STRUCTURE AT STA. 2285+75 | | | 0149 6105.02 573.420 TON | 20.94000 12007.41| 34.00000 19496.28| 30.00000 17202.60 ROCK RIPRAP, TYPE B | | | 0150 P120.18 413.000 LF | 18.65000 7702.45| 27.50000 11357.50| 27.50000 11357.50 18" CULVERT PIPE, TYPE 2 | | | 0151 P120.24 296.000 LF | 23.79000 7041.84| 40.30000 11928.80| 40.30000 11928.80 24" CULVERT PIPE, TYPE 2 | | | 0152 P120.30 409.000 LF | 40.04000 16376.36| 51.50000 21063.50| 51.50000 21063.50 30" CULVERT PIPE, TYPE 2 | | | 0153 P120.36 391.000 LF | 55.47000 21688.77| 63.10000 24672.10| 63.10000 24672.10 36" CULVERT PIPE, TYPE 2 | | | 0154 P120.42 620.000 LF | 67.41000 41794.20| 67.40000 41788.00| 67.40000 41788.00 42" CULVERT PIPE, TYPE 2 | | | 0155 P120.48 735.000 LF | 80.72000 59329.20| 80.25000 58983.75| 80.25000 58983.75 48" CULVERT PIPE, TYPE 2 | | | 0156 P120.66 72.000 LF | 132.36000 9529.92| 130.00000 9360.00| 130.00000 9360.00 66" CULVERT PIPE, TYPE 2 | | | 0157 P129.48 456.000 LF | 89.89000 40989.84| 93.00000 42408.00| 93.00000 42408.00 48" CULVERT PIPE, TYPE 2 CLASS V | | | 0158 P300.18 503.000 LF | 14.76000 7424.28| 14.85000 7469.55| 14.85000 7469.55 18" CULVERT PIPE, TYPE 3,4 OR 5 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -12 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 3556 |( 3 ) 0751 |HAWKINS CONSTRUCTION COMPAN |KOSS CONSTRUCTION COMPANY A |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0159 P300.36 65.000 LF | 39.01000 2535.65| 32.10000 2086.50| 32.10000 2086.50 36" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0160 P300.42 74.000 LF | 46.56000 3445.44| 42.65000 3156.10| 42.65000 3156.10 42" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0161 P300.48 184.500 LF | 61.41000 11330.15| 47.40000 8745.30| 47.40000 8745.30 48" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0162 P400.18 5888.000 LF | 17.82000 104924.16| 25.20000 148377.60| 25.20000 148377.60 18" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0163 P400.24 1001.000 LF | 27.73000 27757.73| 42.50000 42542.50| 42.50000 42542.50 24" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0164 P400.30 266.000 LF | 32.22000 8570.52| 51.05000 13579.30| 51.05000 13579.30 30" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0165 P400.36 534.000 LF | 49.87000 26630.58| 67.45000 36018.30| 67.45000 36018.30 36" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0166 P400.42 148.000 LF | 63.74000 9433.52| 85.00000 12580.00| 85.00000 12580.00 42" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0167 P402.15 243.000 LF | 11.34000 2755.62| 22.00000 5346.00| 22.00000 5346.00 15" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0168 P402.18 346.000 LF | 12.94000 4477.24| 24.70000 8546.20| 24.70000 8546.20 18" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0169 P402.24 748.000 LF | 17.06000 12760.88| 33.40000 24983.20| 33.40000 24983.20 24" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0170 P402.36 810.000 LF | 41.85000 33898.50| 49.00000 39690.00| 49.00000 39690.00 36" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | SECTION TOTALS | $ 2,066,258.29| $ 2,230,979.88| $ 2,351,388.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | 0171 0030.50 LUMP| 323.00000 323.00| 1.00000 1.00| 1000.00000 1000.00 MOBILIZATION | | | 0172 L001.01 141.000 ACRE| 562.91000 79370.31| 522.35000 73651.35| 522.35000 73651.35 SEEDING, TYPE A | | | 0173 L001.02 85.000 ACRE| 376.10000 31968.50| 349.00000 29665.00| 349.00000 29665.00 SEEDING, TYPE B | | | 0174 L020.07 6725.000 SY | 2.76000 18561.00| 2.56000 17216.00| 2.56000 17216.00 EROSION CONTROL, TYPE B-1 | | | 0175 L032.75 452.000 TON | 61.43000 27766.36| 57.00000 25764.00| 57.00000 25764.00 MULCH | | | SECTION TOTALS | $ 157,989.17| $ 146,297.35| $ 147,296.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 7 GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -13 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 3556 |( 3 ) 0751 |HAWKINS CONSTRUCTION COMPAN |KOSS CONSTRUCTION COMPANY A |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0176 0030.70 LUMP| 73.00000 73.00| 67.50000 67.50| 6900.00000 6900.00 MOBILIZATION | | | 0177 7011.20 368.750 LF | 15.09000 5564.44| 14.00000 5162.50| 15.96000 5885.25 W-BEAM GUARDRAIL | | | 0178 7019.50 13.000 EACH| 25863.64000 336227.32| 25000.00000 325000.00| 26200.00000 340600.00 IMPACT ATTENUATOR | | | 0179 7019.80 2.000 EACH| 3880.00000 7760.00| 3600.00000 7200.00| 3600.00000 7200.00 PERMANENT INERTIAL BARRIER SYSTEM | | | 0180 7020.00 2.000 EACH| 2155.00000 4310.00| 2000.00000 4000.00| 2356.00000 4712.00 BRIDGE APPROACH SECTIONS | | | 0181 7024.25 2.000 EACH| 1778.00000 3556.00| 1650.00000 3300.00| 1992.00000 3984.00 GUARDRAIL END TREATMENT, TYPE I | | | SECTION TOTALS | $ 357,490.76| $ 344,730.00| $ 369,281.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 7B FENCING | | | 0182 0030.71 LUMP| 5608.00000 5608.00| 1.00000 1.00| 2000.00000 2000.00 MOBILIZATION | | | 0183 7100.00 96212.000 LF | 1.43000 137583.16| 1.27100 122285.45| 1.28000 123151.36 RIGHT-OF-WAY FENCE | | | 0184 7103.00 44.000 EACH| 102.38000 4504.72| 73.00000 3212.00| 73.00000 3212.00 END POSTS | | | 0185 7104.00 11.000 EACH| 114.23000 1256.53| 90.00000 990.00| 90.00000 990.00 PULL POSTS | | | 0186 7105.00 173.000 EACH| 129.32000 22372.36| 90.00000 15570.00| 90.00000 15570.00 CORNER POSTS | | | 0187 7106.12 1.000 EACH| 356.00000 356.00| 175.00000 175.00| 175.00000 175.00 12' VEHICLE GATE | | | 0188 7110.05 5225.000 LF | 6.65000 34746.25| 6.39000 33387.75| 6.39000 33387.75 5 FOOT CHAIN-LINK FENCE | | | 0189 7115.05 3.000 EACH| 127.00000 381.00| 53.55000 160.65| 53.55000 160.65 END POST FOR 5 FOOT CHAIN-LINK FENCE | | | 0190 7116.05 19.000 EACH| 115.31000 2190.89| 73.10000 1388.90| 73.10000 1388.90 CORNER POST FOR 5 FOOT CHAIN-LINK FENCE | | | 0191 7130.00 680.000 LF | 1.08000 734.40| 1.36000 924.80| 1.36000 924.80 BARBED WIRE FENCE | | | SECTION TOTALS | $ 209,733.31| $ 178,095.55| $ 180,960.46 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 8B ELECTRICAL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -14 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 3556 |( 3 ) 0751 |HAWKINS CONSTRUCTION COMPAN |KOSS CONSTRUCTION COMPANY A |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0192 0030.81 LUMP| 7544.00000 7544.00| 7000.00000 7000.00| 7000.00000 7000.00 MOBILIZATION | | | 0193 7312.00 1.000 EACH| 46829.00000 46829.00| 43455.00000 43455.00| 43455.00000 43455.00 OVERHEAD SIGN SUPPORT, LOCATION DMS 1 | | | 0194 7312.01 1.000 EACH| 46829.00000 46829.00| 43455.00000 43455.00| 43455.00000 43455.00 OVERHEAD SIGN SUPPORT, LOCATION DMS 2 | | | 0195 A001.01 3.000 EACH| 550.00000 1650.00| 510.00000 1530.00| 510.00000 1530.00 PULL BOX, TYPE PB-1 | | | 0196 A001.05 2.000 EACH| 765.00000 1530.00| 710.00000 1420.00| 710.00000 1420.00 PULL BOX, TYPE PB-2 | | | 0197 A001.06 1.000 EACH| 679.00000 679.00| 630.00000 630.00| 630.00000 630.00 PULL BOX, TYPE PB-2A | | | 0198 A001.12 6.000 EACH| 442.00000 2652.00| 410.00000 2460.00| 410.00000 2460.00 PULL BOX, TYPE PB-5 | | | 0199 A002.00 1.000 EACH| 17361.00000 17361.00| 16110.00000 16110.00| 16110.00000 16110.00 TRAFFIC DETECTOR AT STA. 2355+00 | | | 0200 A007.08 2.000 EACH| 420.00000 840.00| 390.00000 780.00| 390.00000 780.00 VEHICLE DETECTOR, TYPE TD-3 | | | 0201 A007.45 10.000 EACH| 1627.00000 16270.00| 1510.00000 15100.00| 1510.00000 15100.00 STREET LIGHTING UNIT, TYPE SL-A-20-0-0. | | | 25 | | | 0202 A007.47 3.000 EACH| 1961.00000 5883.00| 1820.00000 5460.00| 1820.00000 5460.00 STREET LIGHTING UNIT, TYPE SL-BT-20-0-0 | | | 25 | | | 0203 A007.53 10.000 EACH| 1692.00000 16920.00| 1570.00000 15700.00| 1570.00000 15700.00 STREET LIGHTING UNIT, TYPE SL-BT-25-1-0 | | | 25 | | | 0204 A010.59 4.000 EACH| 668.00000 2672.00| 620.00000 2480.00| 620.00000 2480.00 UNDERDECK LUMINAIRE, TYPE UD-200 | | | 0205 A030.90 2.000 EACH| 431.00000 862.00| 400.00000 800.00| 400.00000 800.00 TELEPHONE DROP | | | 0206 A069.14 332.000 LF | 2.69000 893.08| 2.50000 830.00| 2.50000 830.00 1-INCH CONDUIT IN TRENCH | | | 0207 A070.10 3688.000 LF | 2.53000 9330.64| 2.35000 8666.80| 2.35000 8666.80 1 1/2-INCH CONDUIT IN TRENCH | | | 0208 A070.14 689.000 LF | 3.13000 2156.57| 2.90000 1998.10| 2.90000 1998.10 2-INCH CONDUIT IN TRENCH | | | 0209 A070.18 860.000 LF | 3.45000 2967.00| 3.20000 2752.00| 3.20000 2752.00 3-INCH CONDUIT IN TRENCH | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -15 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 3556 |( 3 ) 0751 |HAWKINS CONSTRUCTION COMPAN |KOSS CONSTRUCTION COMPANY A |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 A072.08 768.000 LF | 2.91000 2234.88| 2.70000 2073.60| 2.70000 2073.60 1-INCH CONDUIT UNDER ROADWAY | | | 0211 A072.10 62.000 LF | 4.26000 264.12| 3.95000 244.90| 3.95000 244.90 1 1/2-INCH CONDUIT UNDER ROADWAY | | | 0212 A072.14 242.000 LF | 4.47000 1081.74| 4.15000 1004.30| 4.15000 1004.30 2-INCH CONDUIT UNDER ROADWAY | | | 0213 A074.10 7.000 LF | 22.00000 154.00| 20.00000 140.00| 20.00000 140.00 1-INCH CONDUIT, JACKED | | | 0214 A077.17 1155.000 LF | 1.19000 1374.45| 1.10000 1270.50| 1.10000 1270.50 7/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0215 A079.01 212.000 LF | 0.92000 195.04| 0.85000 180.20| 0.85000 180.20 2/C #14 AWG DETECTOR LEAD-IN CABLE | | | 0216 A079.50 1590.000 LF | 0.97000 1542.30| 0.90000 1431.00| 0.90000 1431.00 GROUNDING CONDUCTOR | | | 0217 A079.59 1557.000 LF | 1.08000 1681.56| 1.00000 1557.00| 1.00000 1557.00 SERVICE CABLE NO. 6 | | | 0218 A080.22 5015.000 LF | 0.92000 4613.80| 0.85000 4262.75| 0.85000 4262.75 STREET LIGHTING CABLE, NO. 6 BARE | | | 0219 A080.24 10030.000 LF | 1.08000 10832.40| 1.00000 10030.00| 1.00000 10030.00 STREET LIGHTING CABLE, NO. 6 USE | | | 0220 A080.45 136.000 LF | 0.86000 116.96| 0.80000 108.80| 0.80000 108.80 STREET LIGHTING CABLE, NO. 12 BARE | | | 0221 A080.49 272.000 LF | 0.92000 250.24| 0.85000 231.20| 0.85000 231.20 STREET LIGHTING CABLE, NO. 12 USE | | | 0222 A081.00 90.000 LF | 1.35000 121.50| 1.25000 112.50| 1.25000 112.50 6 PAIR COMMUNICATION CABLE | | | 0223 A580.94 2.000 EACH| 1940.00000 3880.00| 1800.00000 3600.00| 1800.00000 3600.00 INSTALL DYNAMIC MESSAGE SIGN CONTROLLER | | | 0224 A580.95 2.000 EACH| 4849.00000 9698.00| 4500.00000 9000.00| 4500.00000 9000.00 INSTALL DYNAMIC MESSAGE SIGN | | | 0225 A580.96 341.000 LF | 1.72000 586.52| 1.60000 545.60| 1.60000 545.60 INSTALL DYNAMIC MESSAGE SIGN | | | COMMUNICATION CABLE | | | 0226 A600.00 5.000 EACH| 269.00000 1345.00| 250.00000 1250.00| 250.00000 1250.00 REMOVE LIGHTING UNIT | | | 0227 A630.20 3.000 EACH| 81.00000 243.00| 75.00000 225.00| 75.00000 225.00 REMOVE PULL BOX | | | 0228 A679.57 1820.000 LF | 0.43000 782.60| 0.40000 728.00| 0.40000 728.00 REMOVE TRAFFIC SIGNAL CABLE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -16 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 3556 |( 3 ) 0751 |HAWKINS CONSTRUCTION COMPAN |KOSS CONSTRUCTION COMPANY A |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0229 A700.25 2.000 EACH| 3707.00000 7414.00| 3440.00000 6880.00| 3440.00000 6880.00 RELOCATE TEMPORARY LIGHTING SYSTEM | | | 0230 A780.05 1.000 EACH| 4246.00000 4246.00| 3940.00000 3940.00| 3940.00000 3940.00 TEMPORARY LIGHTING SYSTEM AT STA. | | | 2358+50 | | | 0231 A780.06 1.000 EACH| 3772.00000 3772.00| 3500.00000 3500.00| 3500.00000 3500.00 TEMPORARY LIGHTING SYSTEM AT STA. | | | 2371+25 | | | 0232 A780.07 1.000 EACH| 3772.00000 3772.00| 3500.00000 3500.00| 3500.00000 3500.00 TEMPORARY LIGHTING SYSTEM AT STA. | | | 2446+25 | | | 0233 A800.55 60.000 DAY | 10.78000 646.80| 10.00000 600.00| 10.00000 600.00 OPERATION AND MAINTENANCE OF TEMPORARY | | | LIGHTING SYSTEM AT STA. 2358+50 RT. | | | 0234 A800.56 150.000 DAY | 10.78000 1617.00| 10.00000 1500.00| 10.00000 1500.00 OPERATION AND MAINTENANCE OF TEMPORARY | | | LIGHTING SYSTEM AT STA. 2371+25 RT. | | | 0235 A800.57 150.000 DAY | 10.78000 1617.00| 10.00000 1500.00| 10.00000 1500.00 OPERATION AND MAINTENANCE OF TEMPORARY | | | LIGHTING SYSTEM AT STA. 2415+25 RT. | | | 0236 A800.65 50.000 DAY | 10.78000 539.00| 10.00000 500.00| 10.00000 500.00 OPERATION AND MAINTENANCE OF TEMPORARY | | | LIGHTING SYSTEM AT STA. 2426+75 RT. | | | 0237 A800.66 60.000 DAY | 10.78000 646.80| 10.00000 600.00| 10.00000 600.00 OPERATION AND MAINTENANCE OF TEMPORARY | | | LIGHTING SYSTEM AT STA. 2446+25 RT. | | | SECTION TOTALS | $ 249,137.00| $ 231,142.25| $ 231,142.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 8C SIGNING | | | 0238 0030.82 LUMP| 4526.00000 4526.00| 4200.00000 4200.00| 4200.00000 4200.00 MOBILIZATION | | | 0239 7312.02 1.000 EACH| 57159.00000 57159.00| 53040.00000 53040.00| 53040.00000 53040.00 OVERHEAD SIGN SUPPORT, LOCATION 39 | | | 0240 7322.01 240.000 SY | 140.09000 33621.60| 130.00000 31200.00| 130.00000 31200.00 TYPE B SIGN | | | 0241 7340.00 13334.000 LB | 2.16000 28801.44| 2.00000 26668.00| 2.00000 26668.00 STRUCTURAL STEEL FOR SIGN SUPPORTS | | | 0242 7360.24 16.000 EACH| 398.73000 6379.68| 370.00000 5920.00| 370.00000 5920.00 24" SIGN SUPPORT FOOTING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -17 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 3556 |( 3 ) 0751 |HAWKINS CONSTRUCTION COMPAN |KOSS CONSTRUCTION COMPANY A |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0243 7360.30 20.000 EACH| 474.17000 9483.40| 440.00000 8800.00| 440.00000 8800.00 30" SIGN SUPPORT FOOTING | | | 0244 7390.10 20.000 EACH| 242.47000 4849.40| 225.00000 4500.00| 225.00000 4500.00 REMOVE SIGN, POST, AND FOOTING | | | 0245 A010.08 3.000 EACH| 808.00000 2424.00| 750.00000 2250.00| 750.00000 2250.00 LUMINAIRE, TYPE HPS-150 | | | SECTION TOTALS | $ 147,244.52| $ 136,578.00| $ 136,578.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 10 GENERAL ITEMS | | | 0246 0001.08 93960.000 BDAY| 0.54000 50738.40| 0.50000 46980.00| 0.50000 46980.00 BARRICADE, TYPE II | | | 0247 0001.10 9177.000 BDAY| 2.16000 19822.32| 2.00000 18354.00| 2.00000 18354.00 BARRICADE, TYPE III | | | 0248 0001.75 4848.000 EACH| 1.08000 5235.84| 1.00000 4848.00| 1.00000 4848.00 TEMPORARY SIGN DAY | | | 0249 0001.90 92698.000 EACH| 0.54000 50056.92| 0.50000 46349.00| 0.50000 46349.00 SIGN DAY | | | 0250 0001.98 654.000 EACH| 3.23000 2112.42| 3.00000 1962.00| 3.00000 1962.00 CONTRACTOR FURNISHED SIGN | | | 0251 0002.30 206770.000 LF | 0.54000 111655.80| 0.50000 103385.00| 0.50000 103385.00 PAVEMENT MARKING REMOVAL | | | 0252 0002.44 1217150.000 LF | 0.04000 48686.00| 0.04000 48686.00| 0.04000 48686.00 TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0253 0002.47 137850.000 LF | 0.27000 37219.50| 0.25000 34462.50| 0.25000 34462.50 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0254 0002.85 75.000 EACH| 26.94000 2020.50| 25.00000 1875.00| 25.00000 1875.00 TUBULAR POST | | | 0255 0002.97 154.000 DAY | 188.59000 29042.86| 175.00000 26950.00| 175.00000 26950.00 FLASHING ARROW PANEL | | | 0256 0003.10 45.000 DAY | 374.26000 16841.70| 400.00000 18000.00| 330.00000 14850.00 FLAGGING | | | 0257 0003.35 7.000 DAY | 296.00000 2072.00| 275.00000 1925.00| 275.00000 1925.00 MOBILE TRAFFIC CONTROL OPERATION | | | 0258 0003.50 53187.500 LF | 31.68000 1684980.00| 30.90000 1643493.75| 29.40000 1563712.50 CONCRETE PROTECTION BARRIER | | | 0259 0003.53 47800.000 LF | 9.48000 453144.00| 8.15000 389570.00| 8.15000 389570.00 TEMPORARY GLARE SCREEN | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -18 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 3556 |( 3 ) 0751 |HAWKINS CONSTRUCTION COMPAN |KOSS CONSTRUCTION COMPANY A |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 0003.56 189500.000 LF | 3.41000 646195.00| 2.47000 468065.00| 3.16000 598820.00 RELOCATE CONCRETE PROTECTION BARRIER | | | 0261 0003.57 5.000 EACH| 1024.00000 5120.00| 950.00000 4750.00| 950.00000 4750.00 RELOCATE INERTIAL BARRIER SYSTEM | | | 0262 0003.58 2.000 EACH| 3448.00000 6896.00| 3200.00000 6400.00| 3200.00000 6400.00 INERTIAL BARRIER SYSTEM | | | 0263 0003.64 20.000 EACH| 511.88000 10237.60| 475.00000 9500.00| 475.00000 9500.00 REPLACEMENT MODULE | | | 0264 0005.10 797.000 DAY | 134.71000 107363.87| 125.00000 99625.00| 125.00000 99625.00 TRAFFIC CONTROL MANAGEMENT | | | 0265 0010.04 1.000 EACH| 4061.00000 4061.00| 30000.00000 30000.00| 15000.00000 15000.00 FIELD OFFICE | | | 0266 0020.00 5000.000 HOUR| 0.80000 4000.00| 0.80000 4000.00| 0.80000 4000.00 TRAINING | | | 0267 0030.00 LUMP| 81719.00000 81719.00| 50000.00000 50000.00| 84158.00000 84158.00 MOBILIZATION | | | 0268 1136.01 8.000 EACH| 539.00000 4312.00| 500.00000 4000.00| 500.00000 4000.00 REMOVE INERTIAL BARRIER SYSTEM | | | 0269 9110.01 220.000 HOUR| 96.99000 21337.80| 100.00000 22000.00| 65.00000 14300.00 RENTAL OF LOADER, FULLY OPERATED | | | 0270 9110.02 20.000 HOUR| 107.77000 2155.40| 150.00000 3000.00| 85.00000 1700.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0271 9110.03 220.000 HOUR| 75.44000 16596.80| 75.00000 16500.00| 60.00000 13200.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0272 9110.06 200.000 HOUR| 107.77000 21554.00| 100.00000 20000.00| 55.00000 11000.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0273 9110.07 220.000 HOUR| 118.54000 26078.80| 75.00000 16500.00| 110.00000 24200.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 3,471,255.53| $ 3,141,180.25| $ 3,194,562.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 39,143,149.79| $ 39,501,485.85| $ 39,650,595.27 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -19 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 3519 |( 6 ) 1276 |CEDAR VALLEY CORP. AND SUBS |INTERSTATE HWY CONSTRUCTION |KIEWIT WESTERN 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| 321200.00000 321200.00| 328322.95000 328322.95| 350000.00000 350000.00 MOBILIZATION | | | 0002 1000.00 53.000 EACH| 250.00000 13250.00| 260.57000 13810.21| 300.00000 15900.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 72500.00000 72500.00| 75566.39000 75566.39| 250000.00000 250000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.01 1391910.000 CY | 1.84000 2561114.40| 1.92000 2672467.20| 2.00000 2783820.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0005 1011.00 2785.000 MGAL| 10.00000 27850.00| 10.00000 27850.00| 18.00000 50130.00 WATER | | | 0006 1012.00 17.000 EACH| 53.00000 901.00| 60.00000 1020.00| 65.00000 1105.00 RIGHT-OF-WAY MARKERS | | | 0007 1041.00 1127085.000 SY | 0.32000 360667.20| 0.33000 371938.05| 0.33000 371938.05 SALVAGING AND PLACING TOPSOIL | | | 0008 1090.00 1.000 EACH| 1000.00000 1000.00| 1034.14000 1034.14| 1000.00000 1000.00 ABANDON WELLS | | | 0009 1101.00 5304.000 SY | 2.90000 15381.60| 3.02000 16018.08| 3.10000 16442.40 REMOVE PAVEMENT | | | 0010 1101.25 324.840 LF | 2.50000 812.10| 2.50000 812.10| 2.50000 812.10 SAWING PAVEMENT | | | 0011 1111.00 94702.000 LF | 0.20000 18940.40| 0.76000 71973.52| 0.25000 23675.50 REMOVE FENCE | | | 0012 1123.00 6964.000 SY | 2.50000 17410.00| 2.61000 18176.04| 3.00000 20892.00 REMOVE CONCRETE DITCH LINER | | | 0013 1124.00 1.000 EACH| 1500.00000 1500.00| 1563.44000 1563.44| 2000.00000 2000.00 REMOVE BUILDING AT STA. 2445+15 LT. | | | 0014 3017.50 21663.000 SF | 5.95000 128894.85| 6.37000 137993.31| 5.00000 108315.00 INTERLOCKING CONCRETE PAVER BLOCK | | | 0015 3017.55 24831.000 SF | 1.80000 44695.80| 1.91000 47427.21| 2.20000 54628.20 SOIL GRID CONFINEMENT SYSTEM | | | 0016 3275.20 291137.000 SY | 4.05000 1179104.85| 4.40000 1281002.80| 4.50000 1310116.50 CRUSH CONCRETE PAVEMENT | | | 0017 4045.00 1.000 EACH| 500.00000 500.00| 521.15000 521.15| 600.00000 600.00 REMOVE STRUCTURE AT STA. 2445+07 LT. | | | 0018 4045.01 1.000 EACH| 500.00000 500.00| 521.15000 521.15| 600.00000 600.00 REMOVE STRUCTURE AT STA. 2447+74 LT. | | | 0019 4054.60 800.000 LF | 50.00000 40000.00| 104.23000 83384.00| 200.00000 160000.00 TEMPORARY SHORING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -20 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 3519 |( 6 ) 1276 |CEDAR VALLEY CORP. AND SUBS |INTERSTATE HWY CONSTRUCTION |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 4670.05 72.890 CY | 150.00000 10933.50| 155.12000 11306.70| 160.00000 11662.40 CULVERT SANDFILL | | | 0021 7017.00 16980.000 LF | 1.50000 25470.00| 1.56000 26488.80| 1.60000 27168.00 REMOVE GUARDRAIL | | | 0022 L006.50 242.000 ACRE| 187.00000 45254.00| 190.72000 46154.24| 190.00000 45980.00 TEMPORARY SEEDING | | | 0023 L020.00 3023.000 SY | 1.20000 3627.60| 1.23000 3718.29| 1.40000 4232.20 EROSION CONTROL | | | 0024 L020.01 42301.000 SY | 3.86000 163281.86| 3.95000 167088.95| 4.05000 171319.05 EROSION CONTROL, TYPE A | | | 0025 L020.03 167725.000 SY | 1.28000 214688.00| 1.31000 219719.75| 1.55000 259973.75 EROSION CONTROL, TYPE C | | | 0026 L020.08 43288.000 SY | 3.96000 171420.48| 4.06000 175749.28| 4.05000 175316.40 EROSION CONTROL, TYPE AA | | | 0027 L020.09 11635.000 SY | 8.50000 98897.50| 8.71000 101340.85| 10.20000 118677.00 EROSION CONTROL, TYPE AAA | | | 0028 L020.10 7751.000 SY | 1.30000 10076.30| 1.33000 10308.83| 1.45000 11238.95 EROSION CONTROL, TYPE HV | | | 0029 L021.01 818.000 BALE| 13.00000 10634.00| 13.32000 10895.76| 13.00000 10634.00 EROSION CHECKS, TYPE A | | | 0030 L021.03 884.000 BALE| 12.00000 10608.00| 12.29000 10864.36| 13.00000 11492.00 EROSION CHECKS, TYPE C | | | 0031 L021.06 419.000 BALE| 12.00000 5028.00| 12.29000 5149.51| 13.00000 5447.00 EROSION CHECKS, TYPE HV | | | 0032 L021.21 3353.000 BALE| 13.00000 43589.00| 13.32000 44661.96| 15.00000 50295.00 EROSION CHECKS, TYPE AA | | | 0033 L021.22 576.000 BALE| 30.00000 17280.00| 30.73000 17700.48| 15.00000 8640.00 EROSION CHECKS, TYPE AAA | | | 0034 L022.11 36764.000 LF | 1.90000 69851.60| 1.95000 71689.80| 2.10000 77204.40 FABRIC SILT FENCE-LOW POROSITY | | | 0035 L022.12 233.000 LF | 2.20000 512.60| 2.25000 524.25| 2.30000 535.90 FABRIC SILT FENCE-HIGH POROSITY | | | 0036 L022.13 1647.000 LF | 2.20000 3623.40| 2.25000 3705.75| 2.20000 3623.40 FABRIC SILT FENCE-LOW PROFILE HIGH | | | POROSITY | | | 0037 L022.25 3199.000 LF | 2.80000 8957.20| 2.87000 9181.13| 3.00000 9597.00 FABRIC SILT FENCE, TYPE COIR FIBER | | | 0038 L022.75 16903.000 LF | 3.97000 67104.91| 4.07000 68795.21| 4.30000 72682.90 TEMPORARY SILT CHECK | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -21 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 3519 |( 6 ) 1276 |CEDAR VALLEY CORP. AND SUBS |INTERSTATE HWY CONSTRUCTION |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 L032.75 545.000 TON | 60.00000 32700.00| 61.46000 33495.70| 54.00000 29430.00 MULCH | | | 0040 P402.12 129.000 LF | 10.00000 1290.00| 10.34000 1333.86| 11.00000 1419.00 12" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0041 P402.15 2136.000 LF | 12.00000 25632.00| 12.41000 26507.76| 13.00000 27768.00 15" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0042 P406.12 2094.000 LF | 10.00000 20940.00| 10.34000 21651.96| 11.00000 23034.00 12" CULVERT PIPE, TYPE 2,3,4 OR 5 | | | SECTION TOTALS | $ 5,867,622.15| $ 6,239,434.92| $ 6,679,345.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0043 0002.61 2390.000 EACH| 19.50000 46605.00| 25.61000 61207.90| 27.00000 64530.00 PLOWABLE PAVEMENT MARKER | | | 0044 0030.30 LUMP| 1600000.00000 1600000.00| 823180.00000 823180.00| 1054000.00000 1054000.00 MOBILIZATION | | | 0045 1020.01 377.000 EACH| 25.00000 9425.00| 14.08000 5308.16| 15.00000 5655.00 DELINEATOR, TYPE I | | | 0046 1020.02 87.000 EACH| 30.00000 2610.00| 15.11000 1314.57| 16.00000 1392.00 DELINEATOR, TYPE II | | | 0047 2009.52 67886.000 SY | 0.35000 23760.10| 0.36000 24438.96| 0.40000 27154.40 CRUSHED ROCK EMBEDMENT | | | 0048 2010.03 9334.000 TON | 8.33000 77752.22| 8.61000 80365.74| 9.00000 84006.00 CRUSHED ROCK SURFACE COURSE | | | 0049 3017.40 2042.200 SY | 24.60000 50238.12| 20.49000 41844.68| 5.00000 10211.00 CONCRETE CLASS 47B-3000 MEDIAN SURFACIN | | | 0050 3025.00 927.000 LF | 36.85000 34159.95| 46.09000 42725.43| 40.00000 37080.00 CONCRETE CLASS 47BD-4000 MEDIAN BARRIER | | | 0051 3027.00 2.000 EACH| 3910.00000 7820.00| 6043.53000 12087.06| 4200.00000 8400.00 CONCRETE CLASS 47BD-4000 MEDIAN BARRIER | | | TRANSITION SECTION | | | 0052 3075.72 17059.000 SY | 29.35000 500681.65| 31.62000 539405.58| 28.00000 477652.00 12" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0053 3075.76 20022.000 SY | 35.06000 701971.32| 32.52000 651115.44| 29.00000 580638.00 12" DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-3500 | | | 0054 3075.92 258703.000 SY | 24.07000 6226981.21| 23.98000 6203697.94| 26.50000 6855629.50 14" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0055 3075.96 383485.000 SY | 26.93000 10327251.05| 26.66000 10223710.10| 29.00000 11121065.00 14" DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-3500 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -22 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 3519 |( 6 ) 1276 |CEDAR VALLEY CORP. AND SUBS |INTERSTATE HWY CONSTRUCTION |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 3089.25 60414.000 SY | 35.45000 2141676.30| 31.42000 1898207.88| 30.00000 1812420.00 TEMPORARY SURFACING 10" | | | 0057 3300.50 26.670 LS | 41100.00000 41100.00| 20000.00000 20000.00| 25000.00000 25000.00 PORTLAND CEMENT CONCRETE SMOOTHNESS | | | TESTING | | | 0058 3300.65 333.000 EACH| 65.00000 21645.00| 75.00000 24975.00| 63.00000 20979.00 CONCRETE PAVEMENT THICKNESS CORE | | | 0059 6010.40 50.490 CY | 323.00000 16308.27| 307.21000 15511.03| 350.00000 17671.50 CLASS 47BD-4000 CONCRETE FOR BARRIER | | | 0060 6010.75 39.000 CY | 286.00000 11154.00| 346.32000 13506.48| 310.00000 12090.00 CLASS 47BD-4000 CONCRETE FOR PIER | | | PROTECTION | | | 0061 6131.61 16133.000 LB | 0.73000 11777.09| 1.74000 28071.42| 0.80000 12906.40 EPOXY COATED REINFORCING STEEL FOR | | | BARRIER | | | 0062 6131.75 1680.000 LB | 0.60000 1008.00| 1.85000 3108.00| 1.00000 1680.00 EPOXY COATED REINFORCING STEEL FOR PIER | | | PROTECTION | | | 0063 7492.14 97800.000 LF | 0.88000 86064.00| 0.93000 90954.00| 0.97000 94866.00 4" WHITE DURABLE LIQUID PAVEMENT MARKIN | | | 0064 7492.24 97800.000 LF | 0.88000 86064.00| 0.93000 90954.00| 0.97000 94866.00 4" YELLOW DURABLE LIQUID PAVEMENT | | | MARKING | | | 0065 7500.42 4.000 EACH| 300.00000 1200.00| 256.08000 1024.32| 268.00000 1072.00 HANDICAPPED SYMBOL PREFORMED PAVEMENT | | | MARKING, TYPE 4 | | | 0066 7502.04 10700.000 LF | 2.35000 25145.00| 1.90000 20330.00| 2.00000 21400.00 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0067 7502.14 46950.000 LF | 2.50000 117375.00| 2.80000 131460.00| 2.70000 126765.00 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4, GROOVED | | | 0068 7503.04 4350.000 LF | 2.40000 10440.00| 1.94000 8439.00| 2.00000 8700.00 4" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0069 7508.04 1375.000 LF | 7.50000 10312.50| 6.40000 8800.00| 7.00000 9625.00 12" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0070 7508.14 2200.000 LF | 8.15000 17930.00| 8.96000 19712.00| 9.40000 20680.00 12" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4, GROOVED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -23 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 3519 |( 6 ) 1276 |CEDAR VALLEY CORP. AND SUBS |INTERSTATE HWY CONSTRUCTION |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 8011.09 25635.000 SY | 9.30000 238405.50| 21.43000 549358.05| 11.00000 281985.00 CRUSHED ROCK FOUNDATION COURSE 9" | | | 0072 8011.12 33375.000 SY | 10.75000 358781.25| 17.64000 588735.00| 15.00000 500625.00 CRUSHED ROCK FOUNDATION COURSE 12" | | | 0073 8022.00 8200.000 TON | 102.00000 836400.00| 121.38000 995316.00| 91.00000 746200.00 HYDRATED LIME | | | 0074 8029.11 58950.000 SY | 4.24000 249948.00| 5.75000 338962.50| 4.65000 274117.50 AGGREGATE FOUNDATION COURSE-D 5" | | | 0075 8029.85 277607.000 SY | 2.83000 785627.81| 2.50000 694017.50| 3.00000 832821.00 BITUMINOUS FOUNDATION COURSE 5" | | | 0076 8032.05 336558.000 SY | 2.14000 720234.12| 3.50000 1177953.00| 2.50000 841395.00 CRUSHED CONCRETE FOUNDATION COURSE 5" | | | 0077 8060.05 1105.000 EACH| 71.35000 78841.75| 73.82000 81571.10| 80.00000 88400.00 GRANULAR SUBDRAIN | | | 0078 8060.06 81550.000 LF | 1.85000 150867.50| 1.91000 155760.50| 2.00000 163100.00 LONGITUDINAL SUBDRAIN | | | 0079 8101.50 673115.000 SY | 1.05000 706770.75| 2.98000 2005882.70| 2.34000 1575089.10 STABILIZED SUBGRADE | | | 0080 9005.00 100.000 TON | 93.00000 9300.00| 80.15000 8015.00| 100.00000 10000.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP5(0.5) | | | 0081 9009.86 1029.000 SY | 32.00000 32928.00| 25.48000 26218.92| 37.00000 38073.00 SURFACING 6" | | | 0082 9111.00 2678.000 MGAL| 12.00000 32136.00| 5.75000 15398.50| 15.00000 40170.00 WATER | | | 0083 9170.00 1949.825 STA | 128.00000 249577.60| 133.41000 260126.15| 128.00000 249577.60 EARTH SHOULDER CONSTRUCTION | | | 0084 9179.34 139099.000 SY | 4.01000 557786.99| 1.93000 268461.07| 2.30000 319927.70 COLD MILLING, CLASS 4 | | | 0085 9185.77 1877.000 STA | 28.50000 53494.50| 14.56000 27329.12| 23.76000 44597.52 RUMBLE STRIPS, CONCRETE | | | 0086 9188.50 199.000 SY | 32.25000 6417.75| 23.32000 4640.68| 38.00000 7562.00 SURFACING UNDER GUARDRAIL | | | SECTION TOTALS | $ 27,275,972.30| $ 28,283,200.48| $ 28,621,774.22 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0087 0030.40 LUMP| 33000.00000 33000.00| 80610.92000 80610.92| 100000.00000 100000.00 MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -24 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 3519 |( 6 ) 1276 |CEDAR VALLEY CORP. AND SUBS |INTERSTATE HWY CONSTRUCTION |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 1043.50 750.000 SY | 2.15000 1612.50| 3.10000 2325.00| 4.00000 3000.00 RIPRAP FILTER FABRIC | | | 0089 1119.00 64.000 EACH| 162.00000 10368.00| 201.66000 12906.24| 175.00000 11200.00 REMOVE INLET | | | 0090 4002.00 125.000 LB | 1.71000 213.75| 1.86000 232.50| 2.00000 250.00 CAST IRON COVER AND FRAME | | | 0091 4004.50 19500.000 LB | 1.59000 31005.00| 1.65000 32175.00| 2.00000 39000.00 CAST IRON GRATE AND FRAME | | | 0092 4018.00 1.000 EACH| 328.00000 328.00| 646.34000 646.34| 400.00000 400.00 TAPPING EXISTING STRUCTURE | | | 0093 4018.50 11.000 EACH| 307.00000 3377.00| 422.86000 4651.46| 375.00000 4125.00 TAPPING EXISTING PIPE | | | 0094 4035.00 34.000 EACH| 165.00000 5610.00| 100.16000 3405.44| 200.00000 6800.00 REMOVE FLARED-END SECTION | | | 0095 4035.25 4.000 EACH| 313.00000 1252.00| 113.75000 455.00| 350.00000 1400.00 REMOVE AND SALVAGE FLARED-END SECTION | | | 0096 4040.00 85.000 EACH| 191.00000 16235.00| 139.61000 11866.85| 200.00000 17000.00 REMOVE HEADWALLS FROM CULVERTS | | | 0097 4041.00 1.000 EACH| 870.00000 870.00| 1680.47000 1680.47| 1000.00000 1000.00 CULVERT CLEANOUT AT STA. 2283+09.8 | | | 0098 4043.50 86.000 LF | 18.25000 1569.50| 10.34000 889.24| 20.00000 1720.00 REMOVE SEWER PIPE | | | 0099 4044.00 1.000 EACH| 1440.00000 1440.00| 2326.81000 2326.81| 2400.00000 2400.00 PREPARATION OF STRUCTURE AT STA. | | | 2248+59 LT. | | | 0100 4044.01 1.000 EACH| 2670.00000 2670.00| 1913.15000 1913.15| 3000.00000 3000.00 PREPARATION OF STRUCTURE AT STA. 2248+5 | | | 0101 4044.02 1.000 EACH| 2240.00000 2240.00| 1737.35000 1737.35| 3000.00000 3000.00 PREPARATION OF STRUCTURE AT STA. | | | 2266+65.5 | | | 0102 4044.03 1.000 EACH| 2856.00000 2856.00| 2057.93000 2057.93| 3000.00000 3000.00 PREPARATION OF STRUCTURE AT STA. | | | 2283+09.8 | | | 0103 4044.04 1.000 EACH| 3156.00000 3156.00| 5812.88000 5812.88| 4000.00000 4000.00 PREPARATION OF STRUCTURE AT STA. 2302+8 | | | 0104 4044.05 1.000 EACH| 2090.00000 2090.00| 1602.91000 1602.91| 3000.00000 3000.00 PREPARATION OF STRUCTURE AT STA. | | | 2360+58.3 | | | 0105 4044.06 1.000 EACH| 2670.00000 2670.00| 1913.15000 1913.15| 4000.00000 4000.00 PREPARATION OF STRUCTURE AT STA. | | | 2419+72.7 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -25 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 3519 |( 6 ) 1276 |CEDAR VALLEY CORP. AND SUBS |INTERSTATE HWY CONSTRUCTION |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0106 4044.07 1.000 EACH| 5500.00000 5500.00| 2668.07000 2668.07| 7000.00000 7000.00 PREPARATION OF STRUCTURE AT STA. | | | 2437+45.5 | | | 0107 4044.08 1.000 EACH| 8820.00000 8820.00| 8976.30000 8976.30| 9000.00000 9000.00 PREPARATION OF STRUCTURE AT STA. | | | 2475+83.6 | | | 0108 4044.09 1.000 EACH| 3876.00000 3876.00| 5739.46000 5739.46| 5000.00000 5000.00 PREPARATION OF STRUCTURE AT STA. | | | 2492+69.8 | | | 0109 4044.10 1.000 EACH| 3244.00000 3244.00| 1944.18000 1944.18| 3500.00000 3500.00 PREPARATION OF STRUCTURE AT STA. 2569+9 | | | 0110 4044.11 1.000 EACH| 4620.00000 4620.00| 2688.75000 2688.75| 5000.00000 5000.00 PREPARATION OF STRUCTURE AT STA. | | | 2593+46.7 | | | 0111 4044.12 1.000 EACH| 3690.00000 3690.00| 2585.34000 2585.34| 4000.00000 4000.00 PREPARATION OF STRUCTURE AT STA. 2640+9 | | | 0112 4044.13 1.000 EACH| 2540.00000 2540.00| 1861.45000 1861.45| 3000.00000 3000.00 PREPARATION OF STRUCTURE AT STA. | | | 2677+94.7 | | | 0113 4044.14 1.000 EACH| 4000.00000 4000.00| 3309.24000 3309.24| 3000.00000 3000.00 PREPARATION OF STRUCTURE AT STA. | | | 2685+84.1 | | | 0114 4050.01 18946.000 CY | 5.54000 104960.84| 6.88000 130348.48| 7.00000 132622.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0115 4051.01 9194.000 CY | 6.20000 57002.80| 10.96000 100766.24| 7.00000 64358.00 EXCAVATION FOR BOX CULVERTS | | | 0116 4100.06 38.100 CY | 413.00000 15735.30| 276.42000 10531.60| 450.00000 17145.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0117 4101.06 2258.790 CY | 240.00000 542109.60| 337.13000 761505.87| 350.00000 790576.50 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0118 4105.59 52.600 CY | 438.00000 23038.80| 408.48000 21486.05| 500.00000 26300.00 CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0119 4107.07 40.880 CY | 612.00000 25018.56| 202.59000 8281.88| 650.00000 26572.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -26 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 3519 |( 6 ) 1276 |CEDAR VALLEY CORP. AND SUBS |INTERSTATE HWY CONSTRUCTION |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 4130.06 0.090 CY | 619.00000 55.71| 1551.20000 139.61| 5000.00000 450.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | PIPE CULVERT PLUG | | | 0121 4150.00 3744.000 LB | 0.80000 2995.20| 0.83000 3107.52| 1.00000 3744.00 REINFORCING STEEL FOR HEADWALL | | | 0122 4151.00 216177.000 LB | 0.66000 142676.82| 0.67000 144838.59| 0.75000 162132.75 REINFORCING STEEL FOR BOX CULVERT | | | 0123 4155.50 3827.000 LB | 0.78000 2985.06| 0.98000 3750.46| 1.00000 3827.00 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0124 4157.00 2514.000 LB | 0.78000 1960.92| 1.03000 2589.42| 1.00000 2514.00 REINFORCING STEEL FOR COLLARS | | | 0125 4210.18 34.000 EACH| 224.00000 7616.00| 199.59000 6786.06| 235.00000 7990.00 BAR GRATE FOR 18" FLARED-END SECTION | | | 0126 4210.24 2.000 EACH| 270.00000 540.00| 237.85000 475.70| 275.00000 550.00 BAR GRATE FOR 24" FLARED-END SECTION | | | 0127 4210.30 2.000 EACH| 313.00000 626.00| 284.39000 568.78| 325.00000 650.00 BAR GRATE FOR 30" FLARED-END SECTION | | | 0128 4210.36 4.000 EACH| 442.00000 1768.00| 407.04000 1628.16| 460.00000 1840.00 BAR GRATE FOR 36" FLARED-END SECTION | | | 0129 4210.48 2.000 EACH| 535.00000 1070.00| 468.88000 937.76| 570.00000 1140.00 BAR GRATE FOR 48" FLARED-END SECTION | | | 0130 4310.15 2.000 EACH| 228.00000 456.00| 310.24000 620.48| 250.00000 500.00 15" FLARED-END SECTION | | | 0131 4310.18 91.000 EACH| 402.00000 36582.00| 305.07000 27761.37| 430.00000 39130.00 18" FLARED-END SECTION | | | 0132 4310.24 29.000 EACH| 426.00000 12354.00| 336.09000 9746.61| 450.00000 13050.00 24" FLARED-END SECTION | | | 0133 4310.30 5.000 EACH| 495.00000 2475.00| 392.97000 1964.85| 440.00000 2200.00 30" FLARED-END SECTION | | | 0134 4310.36 22.000 EACH| 613.00000 13486.00| 501.56000 11034.32| 650.00000 14300.00 36" FLARED-END SECTION | | | 0135 4310.42 12.000 EACH| 810.00000 9720.00| 646.34000 7756.08| 870.00000 10440.00 42" FLARED-END SECTION | | | 0136 4310.48 12.000 EACH| 1105.00000 13260.00| 847.99000 10175.88| 1200.00000 14400.00 48" FLARED-END SECTION | | | 0137 4310.66 1.000 EACH| 2230.00000 2230.00| 1421.94000 1421.94| 2500.00000 2500.00 66" FLARED-END SECTION | | | 0138 4325.18 2.000 EACH| 670.00000 1340.00| 1510.87000 3021.74| 700.00000 1400.00 18" SAFETY SLOPED END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -27 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 3519 |( 6 ) 1276 |CEDAR VALLEY CORP. AND SUBS |INTERSTATE HWY CONSTRUCTION |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0139 4461.18 1.000 EACH| 466.00000 466.00| 124.10000 124.10| 500.00000 500.00 INSTALL 18" CONCRETE FLARED-END SECTION | | | 0140 4461.24 2.000 EACH| 525.00000 1050.00| 139.61000 279.22| 550.00000 1100.00 INSTALL 24" CONCRETE FLARED-END SECTION | | | 0141 4461.36 1.000 EACH| 812.00000 812.00| 170.63000 170.63| 850.00000 850.00 INSTALL 36" CONCRETE FLARED-END SECTION | | | 0142 4670.05 788.000 CY | 23.73000 18699.24| 8.07000 6359.16| 30.00000 23640.00 CULVERT SANDFILL | | | 0143 4680.18 1518.600 LF | 62.62000 95094.73| 68.25000 103644.45| 70.00000 106302.00 18" CORRUGATED METAL SLOTTED PIPE | | | 0144 4885.48 456.000 LF | 320.00000 145920.00| 220.27000 100443.12| 230.00000 104880.00 JACKING 48" CULVERT PIPE, TYPE 2 CLASS | | | 0145 4900.11 11.000 SY | 60.00000 660.00| 594.63000 6540.93| 65.00000 715.00 CONCRETE CULVERT REPAIR | | | 0146 4900.12 193.000 SY | 350.00000 67550.00| 439.51000 84825.43| 165.00000 31845.00 SHOTCRETE REPAIR | | | 0147 4900.24 13.000 EACH| 850.00000 11050.00| 615.31000 7999.03| 900.00000 11700.00 AREA INLET SEDIMENT FILTER | | | 0148 6040.00 1.000 EACH| 55000.00000 55000.00| 51216.35000 51216.35| 60000.00000 60000.00 REMOVE STRUCTURE AT STA. 2285+75 | | | 0149 6105.02 573.420 TON | 33.20000 19037.54| 28.96000 16606.24| 34.00000 19496.28 ROCK RIPRAP, TYPE B | | | 0150 P120.18 413.000 LF | 21.74000 8978.62| 28.44000 11745.72| 24.00000 9912.00 18" CULVERT PIPE, TYPE 2 | | | 0151 P120.24 296.000 LF | 28.28000 8370.88| 41.68000 12337.28| 31.00000 9176.00 24" CULVERT PIPE, TYPE 2 | | | 0152 P120.30 409.000 LF | 48.84000 19975.56| 53.26000 21783.34| 50.00000 20450.00 30" CULVERT PIPE, TYPE 2 | | | 0153 P120.36 391.000 LF | 61.46000 24030.86| 65.25000 25512.75| 66.00000 25806.00 36" CULVERT PIPE, TYPE 2 | | | 0154 P120.42 620.000 LF | 66.12000 40994.40| 69.70000 43214.00| 70.00000 43400.00 42" CULVERT PIPE, TYPE 2 | | | 0155 P120.48 735.000 LF | 85.44000 62798.40| 82.99000 60997.65| 92.00000 67620.00 48" CULVERT PIPE, TYPE 2 | | | 0156 P120.66 72.000 LF | 181.80000 13089.60| 134.44000 9679.68| 200.00000 14400.00 66" CULVERT PIPE, TYPE 2 | | | 0157 P129.48 456.000 LF | 126.42000 57647.52| 96.17000 43853.52| 140.00000 63840.00 48" CULVERT PIPE, TYPE 2 CLASS V | | | 0158 P300.18 503.000 LF | 21.11000 10618.33| 15.36000 7726.08| 23.00000 11569.00 18" CULVERT PIPE, TYPE 3,4 OR 5 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -28 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 3519 |( 6 ) 1276 |CEDAR VALLEY CORP. AND SUBS |INTERSTATE HWY CONSTRUCTION |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0159 P300.36 65.000 LF | 37.15000 2414.75| 33.20000 2158.00| 42.00000 2730.00 36" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0160 P300.42 74.000 LF | 55.80000 4129.20| 44.11000 3264.14| 60.00000 4440.00 42" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0161 P300.48 184.500 LF | 60.00000 11070.00| 49.02000 9044.19| 74.00000 13653.00 48" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0162 P400.18 5888.000 LF | 22.33000 131479.04| 26.06000 153441.28| 25.00000 147200.00 18" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0163 P400.24 1001.000 LF | 27.30000 27327.30| 43.95000 43993.95| 30.00000 30030.00 24" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0164 P400.30 266.000 LF | 35.28000 9384.48| 52.79000 14042.14| 37.00000 9842.00 30" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0165 P400.36 534.000 LF | 51.30000 27394.20| 69.75000 37246.50| 55.00000 29370.00 36" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0166 P400.42 148.000 LF | 67.50000 9990.00| 87.90000 13009.20| 73.00000 10804.00 42" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0167 P402.15 243.000 LF | 18.10000 4398.30| 22.75000 5528.25| 20.00000 4860.00 15" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0168 P402.18 346.000 LF | 21.11000 7304.06| 25.54000 8836.84| 23.00000 7958.00 18" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0169 P402.24 748.000 LF | 24.68000 18460.64| 34.54000 25835.92| 26.00000 19448.00 24" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0170 P402.36 810.000 LF | 36.49000 29556.90| 50.67000 41042.70| 40.00000 32400.00 36" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | SECTION TOTALS | $ 2,125,667.91| $ 2,442,728.67| $ 2,528,062.53 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | 0171 0030.50 LUMP| 500.00000 500.00| 0.00000 0.00| 5000.00000 5000.00 MOBILIZATION | | | 0172 L001.01 141.000 ACRE| 523.00000 73743.00| 535.06000 75443.46| 560.00000 78960.00 SEEDING, TYPE A | | | 0173 L001.02 85.000 ACRE| 349.00000 29665.00| 357.49000 30386.65| 375.00000 31875.00 SEEDING, TYPE B | | | 0174 L020.07 6725.000 SY | 2.56000 17216.00| 2.62000 17619.50| 2.90000 19502.50 EROSION CONTROL, TYPE B-1 | | | 0175 L032.75 452.000 TON | 57.00000 25764.00| 58.39000 26392.28| 55.00000 24860.00 MULCH | | | SECTION TOTALS | $ 146,888.00| $ 149,841.89| $ 160,197.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 7 GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -29 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 3519 |( 6 ) 1276 |CEDAR VALLEY CORP. AND SUBS |INTERSTATE HWY CONSTRUCTION |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0176 0030.70 LUMP| 100.00000 100.00| 350.68000 350.68| 500.00000 500.00 MOBILIZATION | | | 0177 7011.20 368.750 LF | 14.00000 5162.50| 14.55000 5365.31| 15.00000 5531.25 W-BEAM GUARDRAIL | | | 0178 7019.50 13.000 EACH| 26000.00000 338000.00| 24937.46000 324186.98| 26000.00000 338000.00 IMPACT ATTENUATOR | | | 0179 7019.80 2.000 EACH| 6000.00000 12000.00| 7792.96000 15585.92| 13000.00000 26000.00 PERMANENT INERTIAL BARRIER SYSTEM | | | 0180 7020.00 2.000 EACH| 2000.00000 4000.00| 2078.12000 4156.24| 2160.00000 4320.00 BRIDGE APPROACH SECTIONS | | | 0181 7024.25 2.000 EACH| 1650.00000 3300.00| 1714.45000 3428.90| 1800.00000 3600.00 GUARDRAIL END TREATMENT, TYPE I | | | SECTION TOTALS | $ 362,562.50| $ 353,074.03| $ 377,951.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 7B FENCING | | | 0182 0030.71 LUMP| 500.00000 500.00| 2500.00000 2500.00| 1000.00000 1000.00 MOBILIZATION | | | 0183 7100.00 96212.000 LF | 1.60000 153939.20| 1.30000 125075.60| 1.26000 121227.12 RIGHT-OF-WAY FENCE | | | 0184 7103.00 44.000 EACH| 73.00000 3212.00| 74.78000 3290.32| 79.00000 3476.00 END POSTS | | | 0185 7104.00 11.000 EACH| 90.00000 990.00| 92.19000 1014.09| 97.00000 1067.00 PULL POSTS | | | 0186 7105.00 173.000 EACH| 90.00000 15570.00| 92.19000 15948.87| 97.00000 16781.00 CORNER POSTS | | | 0187 7106.12 1.000 EACH| 175.00000 175.00| 179.26000 179.26| 190.00000 190.00 12' VEHICLE GATE | | | 0188 7110.05 5225.000 LF | 6.39000 33387.75| 6.55000 34223.75| 7.00000 36575.00 5 FOOT CHAIN-LINK FENCE | | | 0189 7115.05 3.000 EACH| 53.55000 160.65| 54.85000 164.55| 58.00000 174.00 END POST FOR 5 FOOT CHAIN-LINK FENCE | | | 0190 7116.05 19.000 EACH| 73.10000 1388.90| 74.88000 1422.72| 80.00000 1520.00 CORNER POST FOR 5 FOOT CHAIN-LINK FENCE | | | 0191 7130.00 680.000 LF | 1.36000 924.80| 1.39000 945.20| 1.47000 999.60 BARBED WIRE FENCE | | | SECTION TOTALS | $ 210,248.30| $ 184,764.36| $ 183,009.72 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 8B ELECTRICAL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -30 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 3519 |( 6 ) 1276 |CEDAR VALLEY CORP. AND SUBS |INTERSTATE HWY CONSTRUCTION |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0192 0030.81 LUMP| 7000.00000 7000.00| 7170.29000 7170.29| 7500.00000 7500.00 MOBILIZATION | | | 0193 7312.00 1.000 EACH| 43500.00000 43500.00| 44512.13000 44512.13| 47000.00000 47000.00 OVERHEAD SIGN SUPPORT, LOCATION DMS 1 | | | 0194 7312.01 1.000 EACH| 43500.00000 43500.00| 44512.13000 44512.13| 47000.00000 47000.00 OVERHEAD SIGN SUPPORT, LOCATION DMS 2 | | | 0195 A001.01 3.000 EACH| 510.00000 1530.00| 522.41000 1567.23| 551.00000 1653.00 PULL BOX, TYPE PB-1 | | | 0196 A001.05 2.000 EACH| 710.00000 1420.00| 727.27000 1454.54| 767.00000 1534.00 PULL BOX, TYPE PB-2 | | | 0197 A001.06 1.000 EACH| 630.00000 630.00| 645.33000 645.33| 680.00000 680.00 PULL BOX, TYPE PB-2A | | | 0198 A001.12 6.000 EACH| 410.00000 2460.00| 419.97000 2519.82| 443.00000 2658.00 PULL BOX, TYPE PB-5 | | | 0199 A002.00 1.000 EACH| 16110.00000 16110.00| 16501.91000 16501.91| 17400.00000 17400.00 TRAFFIC DETECTOR AT STA. 2355+00 | | | 0200 A007.08 2.000 EACH| 390.00000 780.00| 399.49000 798.98| 421.00000 842.00 VEHICLE DETECTOR, TYPE TD-3 | | | 0201 A007.45 10.000 EACH| 1510.00000 15100.00| 1546.73000 15467.30| 1630.00000 16300.00 STREET LIGHTING UNIT, TYPE SL-A-20-0-0. | | | 25 | | | 0202 A007.47 3.000 EACH| 1820.00000 5460.00| 1864.28000 5592.84| 1966.00000 5898.00 STREET LIGHTING UNIT, TYPE SL-BT-20-0-0 | | | 25 | | | 0203 A007.53 10.000 EACH| 1570.00000 15700.00| 1608.19000 16081.90| 1700.00000 17000.00 STREET LIGHTING UNIT, TYPE SL-BT-25-1-0 | | | 25 | | | 0204 A010.59 4.000 EACH| 620.00000 2480.00| 635.08000 2540.32| 670.00000 2680.00 UNDERDECK LUMINAIRE, TYPE UD-200 | | | 0205 A030.90 2.000 EACH| 400.00000 800.00| 409.73000 819.46| 432.00000 864.00 TELEPHONE DROP | | | 0206 A069.14 332.000 LF | 2.50000 830.00| 2.56000 849.92| 2.70000 896.40 1-INCH CONDUIT IN TRENCH | | | 0207 A070.10 3688.000 LF | 2.35000 8666.80| 2.41000 8888.08| 2.54000 9367.52 1 1/2-INCH CONDUIT IN TRENCH | | | 0208 A070.14 689.000 LF | 2.90000 1998.10| 2.97000 2046.33| 3.13000 2156.57 2-INCH CONDUIT IN TRENCH | | | 0209 A070.18 860.000 LF | 3.20000 2752.00| 3.28000 2820.80| 3.46000 2975.60 3-INCH CONDUIT IN TRENCH | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -31 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 3519 |( 6 ) 1276 |CEDAR VALLEY CORP. AND SUBS |INTERSTATE HWY CONSTRUCTION |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 A072.08 768.000 LF | 2.70000 2073.60| 2.77000 2127.36| 3.00000 2304.00 1-INCH CONDUIT UNDER ROADWAY | | | 0211 A072.10 62.000 LF | 3.95000 244.90| 4.05000 251.10| 4.27000 264.74 1 1/2-INCH CONDUIT UNDER ROADWAY | | | 0212 A072.14 242.000 LF | 4.15000 1004.30| 4.25000 1028.50| 4.50000 1089.00 2-INCH CONDUIT UNDER ROADWAY | | | 0213 A074.10 7.000 LF | 20.00000 140.00| 20.49000 143.43| 22.00000 154.00 1-INCH CONDUIT, JACKED | | | 0214 A077.17 1155.000 LF | 1.10000 1270.50| 1.13000 1305.15| 1.20000 1386.00 7/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0215 A079.01 212.000 LF | 0.85000 180.20| 0.87000 184.44| 1.00000 212.00 2/C #14 AWG DETECTOR LEAD-IN CABLE | | | 0216 A079.50 1590.000 LF | 0.90000 1431.00| 0.92000 1462.80| 1.00000 1590.00 GROUNDING CONDUCTOR | | | 0217 A079.59 1557.000 LF | 1.00000 1557.00| 1.02000 1588.14| 1.08000 1681.56 SERVICE CABLE NO. 6 | | | 0218 A080.22 5015.000 LF | 0.85000 4262.75| 0.87000 4363.05| 0.92000 4613.80 STREET LIGHTING CABLE, NO. 6 BARE | | | 0219 A080.24 10030.000 LF | 1.00000 10030.00| 1.02000 10230.60| 1.08000 10832.40 STREET LIGHTING CABLE, NO. 6 USE | | | 0220 A080.45 136.000 LF | 0.80000 108.80| 0.82000 111.52| 0.86000 116.96 STREET LIGHTING CABLE, NO. 12 BARE | | | 0221 A080.49 272.000 LF | 0.85000 231.20| 0.87000 236.64| 0.92000 250.24 STREET LIGHTING CABLE, NO. 12 USE | | | 0222 A081.00 90.000 LF | 1.25000 112.50| 1.28000 115.20| 1.35000 121.50 6 PAIR COMMUNICATION CABLE | | | 0223 A580.94 2.000 EACH| 1800.00000 3600.00| 1843.79000 3687.58| 1944.00000 3888.00 INSTALL DYNAMIC MESSAGE SIGN CONTROLLER | | | 0224 A580.95 2.000 EACH| 4500.00000 9000.00| 4609.47000 9218.94| 4860.00000 9720.00 INSTALL DYNAMIC MESSAGE SIGN | | | 0225 A580.96 341.000 LF | 1.60000 545.60| 1.64000 559.24| 2.00000 682.00 INSTALL DYNAMIC MESSAGE SIGN | | | COMMUNICATION CABLE | | | 0226 A600.00 5.000 EACH| 250.00000 1250.00| 256.08000 1280.40| 270.00000 1350.00 REMOVE LIGHTING UNIT | | | 0227 A630.20 3.000 EACH| 75.00000 225.00| 76.82000 230.46| 81.00000 243.00 REMOVE PULL BOX | | | 0228 A679.57 1820.000 LF | 0.40000 728.00| 0.41000 746.20| 0.43000 782.60 REMOVE TRAFFIC SIGNAL CABLE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -32 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 3519 |( 6 ) 1276 |CEDAR VALLEY CORP. AND SUBS |INTERSTATE HWY CONSTRUCTION |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0229 A700.25 2.000 EACH| 3440.00000 6880.00| 3523.69000 7047.38| 3715.00000 7430.00 RELOCATE TEMPORARY LIGHTING SYSTEM | | | 0230 A780.05 1.000 EACH| 3940.00000 3940.00| 4035.85000 4035.85| 4250.00000 4250.00 TEMPORARY LIGHTING SYSTEM AT STA. | | | 2358+50 | | | 0231 A780.06 1.000 EACH| 3500.00000 3500.00| 3585.14000 3585.14| 3800.00000 3800.00 TEMPORARY LIGHTING SYSTEM AT STA. | | | 2371+25 | | | 0232 A780.07 1.000 EACH| 3500.00000 3500.00| 3585.14000 3585.14| 3800.00000 3800.00 TEMPORARY LIGHTING SYSTEM AT STA. | | | 2446+25 | | | 0233 A800.55 60.000 DAY | 10.00000 600.00| 10.24000 614.40| 11.00000 660.00 OPERATION AND MAINTENANCE OF TEMPORARY | | | LIGHTING SYSTEM AT STA. 2358+50 RT. | | | 0234 A800.56 150.000 DAY | 10.00000 1500.00| 10.24000 1536.00| 11.00000 1650.00 OPERATION AND MAINTENANCE OF TEMPORARY | | | LIGHTING SYSTEM AT STA. 2371+25 RT. | | | 0235 A800.57 150.000 DAY | 10.00000 1500.00| 10.24000 1536.00| 11.00000 1650.00 OPERATION AND MAINTENANCE OF TEMPORARY | | | LIGHTING SYSTEM AT STA. 2415+25 RT. | | | 0236 A800.65 50.000 DAY | 10.00000 500.00| 10.24000 512.00| 11.00000 550.00 OPERATION AND MAINTENANCE OF TEMPORARY | | | LIGHTING SYSTEM AT STA. 2426+75 RT. | | | 0237 A800.66 60.000 DAY | 10.00000 600.00| 10.24000 614.40| 11.00000 660.00 OPERATION AND MAINTENANCE OF TEMPORARY | | | LIGHTING SYSTEM AT STA. 2446+25 RT. | | | SECTION TOTALS | $ 231,232.25| $ 236,726.37| $ 250,136.89 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 8C SIGNING | | | 0238 0030.82 LUMP| 4200.00000 4200.00| 4302.17000 4302.17| 4500.00000 4500.00 MOBILIZATION | | | 0239 7312.02 1.000 EACH| 53040.00000 53040.00| 54330.31000 54330.31| 57300.00000 57300.00 OVERHEAD SIGN SUPPORT, LOCATION 39 | | | 0240 7322.01 240.000 SY | 130.00000 31200.00| 133.16000 31958.40| 137.00000 32880.00 TYPE B SIGN | | | 0241 7340.00 13334.000 LB | 2.00000 26668.00| 2.05000 27334.70| 2.10000 28001.40 STRUCTURAL STEEL FOR SIGN SUPPORTS | | | 0242 7360.24 16.000 EACH| 370.00000 5920.00| 379.00000 6064.00| 389.00000 6224.00 24" SIGN SUPPORT FOOTING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -33 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 3519 |( 6 ) 1276 |CEDAR VALLEY CORP. AND SUBS |INTERSTATE HWY CONSTRUCTION |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0243 7360.30 20.000 EACH| 440.00000 8800.00| 450.70000 9014.00| 462.00000 9240.00 30" SIGN SUPPORT FOOTING | | | 0244 7390.10 20.000 EACH| 225.00000 4500.00| 230.47000 4609.40| 236.00000 4720.00 REMOVE SIGN, POST, AND FOOTING | | | 0245 A010.08 3.000 EACH| 750.00000 2250.00| 768.25000 2304.75| 788.00000 2364.00 LUMINAIRE, TYPE HPS-150 | | | SECTION TOTALS | $ 136,578.00| $ 139,917.73| $ 145,229.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 10 GENERAL ITEMS | | | 0246 0001.08 93960.000 BDAY| 0.94000 88322.40| 0.51000 47919.60| 0.53000 49798.80 BARRICADE, TYPE II | | | 0247 0001.10 9177.000 BDAY| 1.52000 13949.04| 2.05000 18812.85| 2.12000 19455.24 BARRICADE, TYPE III | | | 0248 0001.75 4848.000 EACH| 0.62000 3005.76| 1.02000 4944.96| 1.07000 5187.36 TEMPORARY SIGN DAY | | | 0249 0001.90 92698.000 EACH| 0.46000 42641.08| 0.51000 47275.98| 0.53000 49129.94 SIGN DAY | | | 0250 0001.98 654.000 EACH| 2.11000 1379.94| 3.07000 2007.78| 3.18000 2079.72 CONTRACTOR FURNISHED SIGN | | | 0251 0002.30 206770.000 LF | 0.12000 24812.40| 0.51000 105452.70| 0.54000 111655.80 PAVEMENT MARKING REMOVAL | | | 0252 0002.44 1217150.000 LF | 0.19000 231258.50| 0.04000 48686.00| 0.05000 60857.50 TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0253 0002.47 137850.000 LF | 0.12000 16542.00| 0.26000 35841.00| 0.27000 37219.50 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0254 0002.85 75.000 EACH| 35.00000 2625.00| 25.61000 1920.75| 27.00000 2025.00 TUBULAR POST | | | 0255 0002.97 154.000 DAY | 211.00000 32494.00| 179.26000 27606.04| 186.00000 28644.00 FLASHING ARROW PANEL | | | 0256 0003.10 45.000 DAY | 255.00000 11475.00| 179.26000 8066.70| 325.00000 14625.00 FLAGGING | | | 0257 0003.35 7.000 DAY | 1583.00000 11081.00| 281.69000 1971.83| 292.00000 2044.00 MOBILE TRAFFIC CONTROL OPERATION | | | 0258 0003.50 53187.500 LF | 30.90000 1643493.75| 35.63000 1895070.63| 30.00000 1595625.00 CONCRETE PROTECTION BARRIER | | | 0259 0003.53 47800.000 LF | 10.02000 478956.00| 8.35000 399130.00| 10.00000 478000.00 TEMPORARY GLARE SCREEN | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -34 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 3519 |( 6 ) 1276 |CEDAR VALLEY CORP. AND SUBS |INTERSTATE HWY CONSTRUCTION |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 0003.56 189500.000 LF | 2.47000 468065.00| 1.74000 329730.00| 3.00000 568500.00 RELOCATE CONCRETE PROTECTION BARRIER | | | 0261 0003.57 5.000 EACH| 700.00000 3500.00| 973.11000 4865.55| 1010.00000 5050.00 RELOCATE INERTIAL BARRIER SYSTEM | | | 0262 0003.58 2.000 EACH| 5275.00000 10550.00| 3277.85000 6555.70| 3400.00000 6800.00 INERTIAL BARRIER SYSTEM | | | 0263 0003.64 20.000 EACH| 105.50000 2110.00| 486.56000 9731.20| 504.00000 10080.00 REPLACEMENT MODULE | | | 0264 0005.10 797.000 DAY | 200.00000 159400.00| 128.04000 102047.88| 85.00000 67745.00 TRAFFIC CONTROL MANAGEMENT | | | 0265 0010.04 1.000 EACH| 25000.00000 25000.00| 15000.00000 15000.00| 15000.00000 15000.00 FIELD OFFICE | | | 0266 0020.00 5000.000 HOUR| 0.80000 4000.00| 0.80000 4000.00| 0.80000 4000.00 TRAINING | | | 0267 0030.00 LUMP| 63300.00000 63300.00| 51216.35000 51216.35| 55000.00000 55000.00 MOBILIZATION | | | 0268 1136.01 8.000 EACH| 500.00000 4000.00| 512.16000 4097.28| 530.00000 4240.00 REMOVE INERTIAL BARRIER SYSTEM | | | 0269 9110.01 220.000 HOUR| 85.00000 18700.00| 60.00000 13200.00| 110.00000 24200.00 RENTAL OF LOADER, FULLY OPERATED | | | 0270 9110.02 20.000 HOUR| 110.00000 2200.00| 70.00000 1400.00| 150.00000 3000.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0271 9110.03 220.000 HOUR| 65.00000 14300.00| 55.00000 12100.00| 50.00000 11000.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0272 9110.06 200.000 HOUR| 85.00000 17000.00| 75.00000 15000.00| 125.00000 25000.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0273 9110.07 220.000 HOUR| 110.00000 24200.00| 45.00000 9900.00| 70.00000 15400.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 3,418,360.87| $ 3,223,550.78| $ 3,271,361.86 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 39,775,132.28| $ 41,253,239.23| $ 42,217,068.47 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -35 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 0103 |( 8 ) 0229 |( ) |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED | 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| 600000.00000 600000.00| 615000.00000 615000.00| MOBILIZATION | | | 0002 1000.00 53.000 EACH| 260.00000 13780.00| 300.00000 15900.00| LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 100000.00000 100000.00| 75000.00000 75000.00| GENERAL CLEARING AND GRUBBING | | | 0004 1010.01 1391910.000 CY | 1.90000 2644629.00| 2.10000 2923011.00| EXCAVATION (ESTABLISHED QUANTITY) | | | 0005 1011.00 2785.000 MGAL| 10.50000 29242.50| 10.00000 27850.00| WATER | | | 0006 1012.00 17.000 EACH| 65.00000 1105.00| 60.00000 1020.00| RIGHT-OF-WAY MARKERS | | | 0007 1041.00 1127085.000 SY | 0.34000 383208.90| 0.35000 394479.75| SALVAGING AND PLACING TOPSOIL | | | 0008 1090.00 1.000 EACH| 1200.00000 1200.00| 1000.00000 1000.00| ABANDON WELLS | | | 0009 1101.00 5304.000 SY | 3.10000 16442.40| 3.00000 15912.00| REMOVE PAVEMENT | | | 0010 1101.25 324.840 LF | 2.50000 812.10| 2.50000 812.10| SAWING PAVEMENT | | | 0011 1111.00 94702.000 LF | 0.40000 37880.80| 0.53000 50192.06| REMOVE FENCE | | | 0012 1123.00 6964.000 SY | 3.00000 20892.00| 3.00000 20892.00| REMOVE CONCRETE DITCH LINER | | | 0013 1124.00 1.000 EACH| 2500.00000 2500.00| 1500.00000 1500.00| REMOVE BUILDING AT STA. 2445+15 LT. | | | 0014 3017.50 21663.000 SF | 6.00000 129978.00| 5.60000 121312.80| INTERLOCKING CONCRETE PAVER BLOCK | | | 0015 3017.55 24831.000 SF | 1.90000 47178.90| 2.10000 52145.10| SOIL GRID CONFINEMENT SYSTEM | | | 0016 3275.20 291137.000 SY | 4.25000 1237332.25| 4.15000 1208218.55| CRUSH CONCRETE PAVEMENT | | | 0017 4045.00 1.000 EACH| 1000.00000 1000.00| 500.00000 500.00| REMOVE STRUCTURE AT STA. 2445+07 LT. | | | 0018 4045.01 1.000 EACH| 1000.00000 1000.00| 500.00000 500.00| REMOVE STRUCTURE AT STA. 2447+74 LT. | | | 0019 4054.60 800.000 LF | 65.60000 52480.00| 100.00000 80000.00| TEMPORARY SHORING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -36 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 0103 |( 8 ) 0229 |( ) |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 4670.05 72.890 CY | 160.00000 11662.40| 150.00000 10933.50| CULVERT SANDFILL | | | 0021 7017.00 16980.000 LF | 2.00000 33960.00| 1.50000 25470.00| REMOVE GUARDRAIL | | | 0022 L006.50 242.000 ACRE| 180.00000 43560.00| 190.00000 45980.00| TEMPORARY SEEDING | | | 0023 L020.00 3023.000 SY | 1.40000 4232.20| 1.20000 3627.60| EROSION CONTROL | | | 0024 L020.01 42301.000 SY | 4.00000 169204.00| 4.00000 169204.00| EROSION CONTROL, TYPE A | | | 0025 L020.03 167725.000 SY | 1.50000 251587.50| 1.30000 218042.50| EROSION CONTROL, TYPE C | | | 0026 L020.08 43288.000 SY | 4.00000 173152.00| 4.00000 173152.00| EROSION CONTROL, TYPE AA | | | 0027 L020.09 11635.000 SY | 10.00000 116350.00| 8.50000 98897.50| EROSION CONTROL, TYPE AAA | | | 0028 L020.10 7751.000 SY | 1.50000 11626.50| 1.30000 10076.30| EROSION CONTROL, TYPE HV | | | 0029 L021.01 818.000 BALE| 13.00000 10634.00| 15.00000 12270.00| EROSION CHECKS, TYPE A | | | 0030 L021.03 884.000 BALE| 14.00000 12376.00| 14.00000 12376.00| EROSION CHECKS, TYPE C | | | 0031 L021.06 419.000 BALE| 14.00000 5866.00| 14.00000 5866.00| EROSION CHECKS, TYPE HV | | | 0032 L021.21 3353.000 BALE| 15.00000 50295.00| 14.00000 46942.00| EROSION CHECKS, TYPE AA | | | 0033 L021.22 576.000 BALE| 14.00000 8064.00| 32.00000 18432.00| EROSION CHECKS, TYPE AAA | | | 0034 L022.11 36764.000 LF | 2.20000 80880.80| 2.00000 73528.00| FABRIC SILT FENCE-LOW POROSITY | | | 0035 L022.12 233.000 LF | 2.20000 512.60| 2.20000 512.60| FABRIC SILT FENCE-HIGH POROSITY | | | 0036 L022.13 1647.000 LF | 2.20000 3623.40| 2.20000 3623.40| FABRIC SILT FENCE-LOW PROFILE HIGH | | | POROSITY | | | 0037 L022.25 3199.000 LF | 3.00000 9597.00| 2.80000 8957.20| FABRIC SILT FENCE, TYPE COIR FIBER | | | 0038 L022.75 16903.000 LF | 4.20000 70992.60| 4.00000 67612.00| TEMPORARY SILT CHECK | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -37 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 0103 |( 8 ) 0229 |( ) |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0039 L032.75 545.000 TON | 55.00000 29975.00| 60.00000 32700.00| MULCH | | | 0040 P402.12 129.000 LF | 12.00000 1548.00| 10.00000 1290.00| 12" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0041 P402.15 2136.000 LF | 13.00000 27768.00| 13.00000 27768.00| 15" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0042 P406.12 2094.000 LF | 12.00000 25128.00| 10.00000 20940.00| 12" CULVERT PIPE, TYPE 2,3,4 OR 5 | | | SECTION TOTALS | $ 6,473,256.85| $ 6,693,445.96| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0043 0002.61 2390.000 EACH| 26.00000 62140.00| 25.00000 59750.00| PLOWABLE PAVEMENT MARKER | | | 0044 0030.30 LUMP| 1600000.00000 1600000.00| 1543000.00000 1543000.00| MOBILIZATION | | | 0045 1020.01 377.000 EACH| 14.00000 5278.00| 14.00000 5278.00| DELINEATOR, TYPE I | | | 0046 1020.02 87.000 EACH| 15.00000 1305.00| 15.00000 1305.00| DELINEATOR, TYPE II | | | 0047 2009.52 67886.000 SY | 1.20000 81463.20| 0.35000 23760.10| CRUSHED ROCK EMBEDMENT | | | 0048 2010.03 9334.000 TON | 13.40000 125075.60| 8.50000 79339.00| CRUSHED ROCK SURFACE COURSE | | | 0049 3017.40 2042.200 SY | 25.00000 51055.00| 25.00000 51055.00| CONCRETE CLASS 47B-3000 MEDIAN SURFACIN | | | 0050 3025.00 927.000 LF | 38.00000 35226.00| 37.00000 34299.00| CONCRETE CLASS 47BD-4000 MEDIAN BARRIER | | | 0051 3027.00 2.000 EACH| 3170.00000 6340.00| 4000.00000 8000.00| CONCRETE CLASS 47BD-4000 MEDIAN BARRIER | | | TRANSITION SECTION | | | 0052 3075.72 17059.000 SY | 24.20000 412827.80| 26.53000 452575.27| 12" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0053 3075.76 20022.000 SY | 27.00000 540594.00| 27.98000 560215.56| 12" DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-3500 | | | 0054 3075.92 258703.000 SY | 26.90000 6959110.70| 28.87000 7468755.61| 14" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0055 3075.96 383485.000 SY | 28.40000 10890974.00| 30.60000 11734641.00| 14" DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-3500 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -38 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 0103 |( 8 ) 0229 |( ) |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0056 3089.25 60414.000 SY | 35.00000 2114490.00| 32.00000 1933248.00| TEMPORARY SURFACING 10" | | | 0057 3300.50 26.670 LS | 37900.00000 37900.00| 30000.00000 30000.00| PORTLAND CEMENT CONCRETE SMOOTHNESS | | | TESTING | | | 0058 3300.65 333.000 EACH| 45.00000 14985.00| 50.00000 16650.00| CONCRETE PAVEMENT THICKNESS CORE | | | 0059 6010.40 50.490 CY | 350.00000 17671.50| 325.00000 16409.25| CLASS 47BD-4000 CONCRETE FOR BARRIER | | | 0060 6010.75 39.000 CY | 300.00000 11700.00| 300.00000 11700.00| CLASS 47BD-4000 CONCRETE FOR PIER | | | PROTECTION | | | 0061 6131.61 16133.000 LB | 0.70000 11293.10| 0.80000 12906.40| EPOXY COATED REINFORCING STEEL FOR | | | BARRIER | | | 0062 6131.75 1680.000 LB | 0.70000 1176.00| 0.75000 1260.00| EPOXY COATED REINFORCING STEEL FOR PIER | | | PROTECTION | | | 0063 7492.14 97800.000 LF | 0.95000 92910.00| 0.93000 90954.00| 4" WHITE DURABLE LIQUID PAVEMENT MARKIN | | | 0064 7492.24 97800.000 LF | 0.95000 92910.00| 0.93000 90954.00| 4" YELLOW DURABLE LIQUID PAVEMENT | | | MARKING | | | 0065 7500.42 4.000 EACH| 265.00000 1060.00| 250.00000 1000.00| HANDICAPPED SYMBOL PREFORMED PAVEMENT | | | MARKING, TYPE 4 | | | 0066 7502.04 10700.000 LF | 2.00000 21400.00| 2.00000 21400.00| 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0067 7502.14 46950.000 LF | 3.00000 140850.00| 2.75000 129112.50| 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4, GROOVED | | | 0068 7503.04 4350.000 LF | 2.00000 8700.00| 2.00000 8700.00| 4" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0069 7508.04 1375.000 LF | 7.00000 9625.00| 6.50000 8937.50| 12" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0070 7508.14 2200.000 LF | 10.00000 22000.00| 9.00000 19800.00| 12" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4, GROOVED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -39 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 0103 |( 8 ) 0229 |( ) |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 8011.09 25635.000 SY | 10.00000 256350.00| 15.00000 384525.00| CRUSHED ROCK FOUNDATION COURSE 9" | | | 0072 8011.12 33375.000 SY | 11.30000 377137.50| 20.00000 667500.00| CRUSHED ROCK FOUNDATION COURSE 12" | | | 0073 8022.00 8200.000 TON | 103.70000 850340.00| 110.00000 902000.00| HYDRATED LIME | | | 0074 8029.11 58950.000 SY | 5.30000 312435.00| 5.25000 309487.50| AGGREGATE FOUNDATION COURSE-D 5" | | | 0075 8029.85 277607.000 SY | 2.80000 777299.60| 3.08000 855029.56| BITUMINOUS FOUNDATION COURSE 5" | | | 0076 8032.05 336558.000 SY | 2.20000 740427.60| 3.08000 1036598.64| CRUSHED CONCRETE FOUNDATION COURSE 5" | | | 0077 8060.05 1105.000 EACH| 75.00000 82875.00| 72.00000 79560.00| GRANULAR SUBDRAIN | | | 0078 8060.06 81550.000 LF | 2.00000 163100.00| 1.90000 154945.00| LONGITUDINAL SUBDRAIN | | | 0079 8101.50 673115.000 SY | 1.80000 1211607.00| 1.80000 1211607.00| STABILIZED SUBGRADE | | | 0080 9005.00 100.000 TON | 97.00000 9700.00| 78.00000 7800.00| ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP5(0.5) | | | 0081 9009.86 1029.000 SY | 33.00000 33957.00| 30.00000 30870.00| SURFACING 6" | | | 0082 9111.00 2678.000 MGAL| 13.10000 35081.80| 10.00000 26780.00| WATER | | | 0083 9170.00 1949.825 STA | 130.00000 253477.25| 130.00000 253477.25| EARTH SHOULDER CONSTRUCTION | | | 0084 9179.34 139099.000 SY | 4.50000 625945.50| 3.25000 452071.75| COLD MILLING, CLASS 4 | | | 0085 9185.77 1877.000 STA | 36.40000 68322.80| 30.50000 57248.50| RUMBLE STRIPS, CONCRETE | | | 0086 9188.50 199.000 SY | 33.00000 6567.00| 22.70000 4517.30| SURFACING UNDER GUARDRAIL | | | SECTION TOTALS | $ 29,174,682.95| $ 30,849,022.69| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0087 0030.40 LUMP| 50000.00000 50000.00| 200000.00000 200000.00| MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -40 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 0103 |( 8 ) 0229 |( ) |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0088 1043.50 750.000 SY | 2.25000 1687.50| 3.00000 2250.00| RIPRAP FILTER FABRIC | | | 0089 1119.00 64.000 EACH| 200.00000 12800.00| 195.00000 12480.00| REMOVE INLET | | | 0090 4002.00 125.000 LB | 1.80000 225.00| 1.80000 225.00| CAST IRON COVER AND FRAME | | | 0091 4004.50 19500.000 LB | 1.70000 33150.00| 1.60000 31200.00| CAST IRON GRATE AND FRAME | | | 0092 4018.00 1.000 EACH| 350.00000 350.00| 625.00000 625.00| TAPPING EXISTING STRUCTURE | | | 0093 4018.50 11.000 EACH| 350.00000 3850.00| 410.00000 4510.00| TAPPING EXISTING PIPE | | | 0094 4035.00 34.000 EACH| 200.00000 6800.00| 100.00000 3400.00| REMOVE FLARED-END SECTION | | | 0095 4035.25 4.000 EACH| 350.00000 1400.00| 110.00000 440.00| REMOVE AND SALVAGE FLARED-END SECTION | | | 0096 4040.00 85.000 EACH| 200.00000 17000.00| 150.00000 12750.00| REMOVE HEADWALLS FROM CULVERTS | | | 0097 4041.00 1.000 EACH| 1000.00000 1000.00| 1625.00000 1625.00| CULVERT CLEANOUT AT STA. 2283+09.8 | | | 0098 4043.50 86.000 LF | 20.00000 1720.00| 10.00000 860.00| REMOVE SEWER PIPE | | | 0099 4044.00 1.000 EACH| 3000.00000 3000.00| 2250.00000 2250.00| PREPARATION OF STRUCTURE AT STA. | | | 2248+59 LT. | | | 0100 4044.01 1.000 EACH| 1500.00000 1500.00| 1850.00000 1850.00| PREPARATION OF STRUCTURE AT STA. 2248+5 | | | 0101 4044.02 1.000 EACH| 3000.00000 3000.00| 1680.00000 1680.00| PREPARATION OF STRUCTURE AT STA. | | | 2266+65.5 | | | 0102 4044.03 1.000 EACH| 3000.00000 3000.00| 2000.00000 2000.00| PREPARATION OF STRUCTURE AT STA. | | | 2283+09.8 | | | 0103 4044.04 1.000 EACH| 15000.00000 15000.00| 5625.00000 5625.00| PREPARATION OF STRUCTURE AT STA. 2302+8 | | | 0104 4044.05 1.000 EACH| 5000.00000 5000.00| 1550.00000 1550.00| PREPARATION OF STRUCTURE AT STA. | | | 2360+58.3 | | | 0105 4044.06 1.000 EACH| 5000.00000 5000.00| 1850.00000 1850.00| PREPARATION OF STRUCTURE AT STA. | | | 2419+72.7 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -41 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 0103 |( 8 ) 0229 |( ) |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0106 4044.07 1.000 EACH| 5000.00000 5000.00| 2600.00000 2600.00| PREPARATION OF STRUCTURE AT STA. | | | 2437+45.5 | | | 0107 4044.08 1.000 EACH| 15000.00000 15000.00| 8700.00000 8700.00| PREPARATION OF STRUCTURE AT STA. | | | 2475+83.6 | | | 0108 4044.09 1.000 EACH| 15000.00000 15000.00| 5600.00000 5600.00| PREPARATION OF STRUCTURE AT STA. | | | 2492+69.8 | | | 0109 4044.10 1.000 EACH| 5000.00000 5000.00| 1900.00000 1900.00| PREPARATION OF STRUCTURE AT STA. 2569+9 | | | 0110 4044.11 1.000 EACH| 10000.00000 10000.00| 2600.00000 2600.00| PREPARATION OF STRUCTURE AT STA. | | | 2593+46.7 | | | 0111 4044.12 1.000 EACH| 5000.00000 5000.00| 2500.00000 2500.00| PREPARATION OF STRUCTURE AT STA. 2640+9 | | | 0112 4044.13 1.000 EACH| 5000.00000 5000.00| 1800.00000 1800.00| PREPARATION OF STRUCTURE AT STA. | | | 2677+94.7 | | | 0113 4044.14 1.000 EACH| 5000.00000 5000.00| 3200.00000 3200.00| PREPARATION OF STRUCTURE AT STA. | | | 2685+84.1 | | | 0114 4050.01 18946.000 CY | 6.00000 113676.00| 6.75000 127885.50| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0115 4051.01 9194.000 CY | 12.50000 114925.00| 11.00000 101134.00| EXCAVATION FOR BOX CULVERTS | | | 0116 4100.06 38.100 CY | 430.00000 16383.00| 275.00000 10477.50| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0117 4101.06 2258.790 CY | 270.00000 609873.30| 330.00000 745400.70| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0118 4105.59 52.600 CY | 450.00000 23670.00| 400.00000 21040.00| CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0119 4107.07 40.880 CY | 700.00000 28616.00| 200.00000 8176.00| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -42 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 0103 |( 8 ) 0229 |( ) |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 4130.06 0.090 CY | 1000.00000 90.00| 2000.00000 180.00| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | PIPE CULVERT PLUG | | | 0121 4150.00 3744.000 LB | 0.90000 3369.60| 0.90000 3369.60| REINFORCING STEEL FOR HEADWALL | | | 0122 4151.00 216177.000 LB | 0.55000 118897.35| 0.70000 151323.90| REINFORCING STEEL FOR BOX CULVERT | | | 0123 4155.50 3827.000 LB | 0.80000 3061.60| 1.00000 3827.00| REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0124 4157.00 2514.000 LB | 0.90000 2262.60| 1.00000 2514.00| REINFORCING STEEL FOR COLLARS | | | 0125 4210.18 34.000 EACH| 240.00000 8160.00| 195.00000 6630.00| BAR GRATE FOR 18" FLARED-END SECTION | | | 0126 4210.24 2.000 EACH| 280.00000 560.00| 250.00000 500.00| BAR GRATE FOR 24" FLARED-END SECTION | | | 0127 4210.30 2.000 EACH| 330.00000 660.00| 300.00000 600.00| BAR GRATE FOR 30" FLARED-END SECTION | | | 0128 4210.36 4.000 EACH| 450.00000 1800.00| 400.00000 1600.00| BAR GRATE FOR 36" FLARED-END SECTION | | | 0129 4210.48 2.000 EACH| 550.00000 1100.00| 500.00000 1000.00| BAR GRATE FOR 48" FLARED-END SECTION | | | 0130 4310.15 2.000 EACH| 250.00000 500.00| 300.00000 600.00| 15" FLARED-END SECTION | | | 0131 4310.18 91.000 EACH| 450.00000 40950.00| 300.00000 27300.00| 18" FLARED-END SECTION | | | 0132 4310.24 29.000 EACH| 460.00000 13340.00| 325.00000 9425.00| 24" FLARED-END SECTION | | | 0133 4310.30 5.000 EACH| 550.00000 2750.00| 380.00000 1900.00| 30" FLARED-END SECTION | | | 0134 4310.36 22.000 EACH| 650.00000 14300.00| 500.00000 11000.00| 36" FLARED-END SECTION | | | 0135 4310.42 12.000 EACH| 850.00000 10200.00| 625.00000 7500.00| 42" FLARED-END SECTION | | | 0136 4310.48 12.000 EACH| 1150.00000 13800.00| 850.00000 10200.00| 48" FLARED-END SECTION | | | 0137 4310.66 1.000 EACH| 250.00000 250.00| 1500.00000 1500.00| 66" FLARED-END SECTION | | | 0138 4325.18 2.000 EACH| 750.00000 1500.00| 1500.00000 3000.00| 18" SAFETY SLOPED END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -43 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 0103 |( 8 ) 0229 |( ) |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0139 4461.18 1.000 EACH| 500.00000 500.00| 120.00000 120.00| INSTALL 18" CONCRETE FLARED-END SECTION | | | 0140 4461.24 2.000 EACH| 550.00000 1100.00| 135.00000 270.00| INSTALL 24" CONCRETE FLARED-END SECTION | | | 0141 4461.36 1.000 EACH| 850.00000 850.00| 165.00000 165.00| INSTALL 36" CONCRETE FLARED-END SECTION | | | 0142 4670.05 788.000 CY | 25.00000 19700.00| 8.00000 6304.00| CULVERT SANDFILL | | | 0143 4680.18 1518.600 LF | 65.00000 98709.00| 66.00000 100227.60| 18" CORRUGATED METAL SLOTTED PIPE | | | 0144 4885.48 456.000 LF | 240.50000 109668.00| 225.00000 102600.00| JACKING 48" CULVERT PIPE, TYPE 2 CLASS | | | 0145 4900.11 11.000 SY | 62.00000 682.00| 100.00000 1100.00| CONCRETE CULVERT REPAIR | | | 0146 4900.12 193.000 SY | 360.60000 69595.80| 100.00000 19300.00| SHOTCRETE REPAIR | | | 0147 4900.24 13.000 EACH| 900.00000 11700.00| 600.00000 7800.00| AREA INLET SEDIMENT FILTER | | | 0148 6040.00 1.000 EACH| 44200.00000 44200.00| 90000.00000 90000.00| REMOVE STRUCTURE AT STA. 2285+75 | | | 0149 6105.02 573.420 TON | 40.00000 22936.80| 28.00000 16055.76| ROCK RIPRAP, TYPE B | | | 0150 P120.18 413.000 LF | 23.00000 9499.00| 28.00000 11564.00| 18" CULVERT PIPE, TYPE 2 | | | 0151 P120.24 296.000 LF | 30.00000 8880.00| 41.00000 12136.00| 24" CULVERT PIPE, TYPE 2 | | | 0152 P120.30 409.000 LF | 50.00000 20450.00| 52.00000 21268.00| 30" CULVERT PIPE, TYPE 2 | | | 0153 P120.36 391.000 LF | 65.00000 25415.00| 64.00000 25024.00| 36" CULVERT PIPE, TYPE 2 | | | 0154 P120.42 620.000 LF | 70.00000 43400.00| 68.00000 42160.00| 42" CULVERT PIPE, TYPE 2 | | | 0155 P120.48 735.000 LF | 90.00000 66150.00| 81.00000 59535.00| 48" CULVERT PIPE, TYPE 2 | | | 0156 P120.66 72.000 LF | 190.00000 13680.00| 130.00000 9360.00| 66" CULVERT PIPE, TYPE 2 | | | 0157 P129.48 456.000 LF | 130.00000 59280.00| 95.00000 43320.00| 48" CULVERT PIPE, TYPE 2 CLASS V | | | 0158 P300.18 503.000 LF | 25.00000 12575.00| 15.00000 7545.00| 18" CULVERT PIPE, TYPE 3,4 OR 5 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -44 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 0103 |( 8 ) 0229 |( ) |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0159 P300.36 65.000 LF | 40.00000 2600.00| 33.00000 2145.00| 36" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0160 P300.42 74.000 LF | 60.00000 4440.00| 43.00000 3182.00| 42" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0161 P300.48 184.500 LF | 65.00000 11992.50| 50.00000 9225.00| 48" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0162 P400.18 5888.000 LF | 24.00000 141312.00| 26.00000 153088.00| 18" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0163 P400.24 1001.000 LF | 30.00000 30030.00| 43.00000 43043.00| 24" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0164 P400.30 266.000 LF | 38.00000 10108.00| 52.00000 13832.00| 30" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0165 P400.36 534.000 LF | 53.00000 28302.00| 68.00000 36312.00| 36" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0166 P400.42 148.000 LF | 85.00000 12580.00| 85.00000 12580.00| 42" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0167 P402.15 243.000 LF | 19.00000 4617.00| 22.00000 5346.00| 15" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0168 P402.18 346.000 LF | 22.00000 7612.00| 25.00000 8650.00| 18" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0169 P402.24 748.000 LF | 26.00000 19448.00| 34.00000 25432.00| 24" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | 0170 P402.36 810.000 LF | 38.00000 30780.00| 50.00000 40500.00| 36" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | SECTION TOTALS | $ 2,317,969.05| $ 2,503,342.56| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | 0171 0030.50 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| MOBILIZATION | | | 0172 L001.01 141.000 ACRE| 540.00000 76140.00| 525.00000 74025.00| SEEDING, TYPE A | | | 0173 L001.02 85.000 ACRE| 350.00000 29750.00| 350.00000 29750.00| SEEDING, TYPE B | | | 0174 L020.07 6725.000 SY | 2.80000 18830.00| 2.75000 18493.75| EROSION CONTROL, TYPE B-1 | | | 0175 L032.75 452.000 TON | 55.00000 24860.00| 60.00000 27120.00| MULCH | | | SECTION TOTALS | $ 151,080.00| $ 150,388.75| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 7 GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -45 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 0103 |( 8 ) 0229 |( ) |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0176 0030.70 LUMP| 100.00000 100.00| 5000.00000 5000.00| MOBILIZATION | | | 0177 7011.20 368.750 LF | 15.00000 5531.25| 15.00000 5531.25| W-BEAM GUARDRAIL | | | 0178 7019.50 13.000 EACH| 25000.00000 325000.00| 25000.00000 325000.00| IMPACT ATTENUATOR | | | 0179 7019.80 2.000 EACH| 4000.00000 8000.00| 4000.00000 8000.00| PERMANENT INERTIAL BARRIER SYSTEM | | | 0180 7020.00 2.000 EACH| 2020.00000 4040.00| 2000.00000 4000.00| BRIDGE APPROACH SECTIONS | | | 0181 7024.25 2.000 EACH| 1800.00000 3600.00| 1650.00000 3300.00| GUARDRAIL END TREATMENT, TYPE I | | | SECTION TOTALS | $ 346,271.25| $ 350,831.25| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 7B FENCING | | | 0182 0030.71 LUMP| 1000.00000 1000.00| 5500.00000 5500.00| MOBILIZATION | | | 0183 7100.00 96212.000 LF | 1.20000 115454.40| 1.40000 134696.80| RIGHT-OF-WAY FENCE | | | 0184 7103.00 44.000 EACH| 75.00000 3300.00| 100.00000 4400.00| END POSTS | | | 0185 7104.00 11.000 EACH| 95.00000 1045.00| 110.00000 1210.00| PULL POSTS | | | 0186 7105.00 173.000 EACH| 100.00000 17300.00| 125.00000 21625.00| CORNER POSTS | | | 0187 7106.12 1.000 EACH| 200.00000 200.00| 500.00000 500.00| 12' VEHICLE GATE | | | 0188 7110.05 5225.000 LF | 7.00000 36575.00| 6.50000 33962.50| 5 FOOT CHAIN-LINK FENCE | | | 0189 7115.05 3.000 EACH| 60.00000 180.00| 120.00000 360.00| END POST FOR 5 FOOT CHAIN-LINK FENCE | | | 0190 7116.05 19.000 EACH| 75.00000 1425.00| 110.00000 2090.00| CORNER POST FOR 5 FOOT CHAIN-LINK FENCE | | | 0191 7130.00 680.000 LF | 1.50000 1020.00| 2.00000 1360.00| BARBED WIRE FENCE | | | SECTION TOTALS | $ 177,499.40| $ 205,704.30| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 8B ELECTRICAL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -46 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 0103 |( 8 ) 0229 |( ) |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0192 0030.81 LUMP| 15000.00000 15000.00| 7000.00000 7000.00| MOBILIZATION | | | 0193 7312.00 1.000 EACH| 44000.00000 44000.00| 45000.00000 45000.00| OVERHEAD SIGN SUPPORT, LOCATION DMS 1 | | | 0194 7312.01 1.000 EACH| 44000.00000 44000.00| 45000.00000 45000.00| OVERHEAD SIGN SUPPORT, LOCATION DMS 2 | | | 0195 A001.01 3.000 EACH| 520.00000 1560.00| 510.00000 1530.00| PULL BOX, TYPE PB-1 | | | 0196 A001.05 2.000 EACH| 720.00000 1440.00| 750.00000 1500.00| PULL BOX, TYPE PB-2 | | | 0197 A001.06 1.000 EACH| 650.00000 650.00| 650.00000 650.00| PULL BOX, TYPE PB-2A | | | 0198 A001.12 6.000 EACH| 430.00000 2580.00| 410.00000 2460.00| PULL BOX, TYPE PB-5 | | | 0199 A002.00 1.000 EACH| 16500.00000 16500.00| 16500.00000 16500.00| TRAFFIC DETECTOR AT STA. 2355+00 | | | 0200 A007.08 2.000 EACH| 400.00000 800.00| 400.00000 800.00| VEHICLE DETECTOR, TYPE TD-3 | | | 0201 A007.45 10.000 EACH| 1500.00000 15000.00| 1600.00000 16000.00| STREET LIGHTING UNIT, TYPE SL-A-20-0-0. | | | 25 | | | 0202 A007.47 3.000 EACH| 1900.00000 5700.00| 1850.00000 5550.00| STREET LIGHTING UNIT, TYPE SL-BT-20-0-0 | | | 25 | | | 0203 A007.53 10.000 EACH| 1600.00000 16000.00| 1600.00000 16000.00| STREET LIGHTING UNIT, TYPE SL-BT-25-1-0 | | | 25 | | | 0204 A010.59 4.000 EACH| 650.00000 2600.00| 650.00000 2600.00| UNDERDECK LUMINAIRE, TYPE UD-200 | | | 0205 A030.90 2.000 EACH| 450.00000 900.00| 500.00000 1000.00| TELEPHONE DROP | | | 0206 A069.14 332.000 LF | 2.80000 929.60| 2.50000 830.00| 1-INCH CONDUIT IN TRENCH | | | 0207 A070.10 3688.000 LF | 2.50000 9220.00| 2.50000 9220.00| 1 1/2-INCH CONDUIT IN TRENCH | | | 0208 A070.14 689.000 LF | 3.00000 2067.00| 3.00000 2067.00| 2-INCH CONDUIT IN TRENCH | | | 0209 A070.18 860.000 LF | 2.40000 2064.00| 3.30000 2838.00| 3-INCH CONDUIT IN TRENCH | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -47 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 0103 |( 8 ) 0229 |( ) |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0210 A072.08 768.000 LF | 2.80000 2150.40| 3.00000 2304.00| 1-INCH CONDUIT UNDER ROADWAY | | | 0211 A072.10 62.000 LF | 4.50000 279.00| 4.00000 248.00| 1 1/2-INCH CONDUIT UNDER ROADWAY | | | 0212 A072.14 242.000 LF | 4.50000 1089.00| 4.25000 1028.50| 2-INCH CONDUIT UNDER ROADWAY | | | 0213 A074.10 7.000 LF | 25.00000 175.00| 50.00000 350.00| 1-INCH CONDUIT, JACKED | | | 0214 A077.17 1155.000 LF | 1.20000 1386.00| 1.25000 1443.75| 7/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0215 A079.01 212.000 LF | 1.00000 212.00| 1.00000 212.00| 2/C #14 AWG DETECTOR LEAD-IN CABLE | | | 0216 A079.50 1590.000 LF | 1.00000 1590.00| 1.00000 1590.00| GROUNDING CONDUCTOR | | | 0217 A079.59 1557.000 LF | 1.10000 1712.70| 1.00000 1557.00| SERVICE CABLE NO. 6 | | | 0218 A080.22 5015.000 LF | 1.00000 5015.00| 1.00000 5015.00| STREET LIGHTING CABLE, NO. 6 BARE | | | 0219 A080.24 10030.000 LF | 1.10000 11033.00| 1.00000 10030.00| STREET LIGHTING CABLE, NO. 6 USE | | | 0220 A080.45 136.000 LF | 1.00000 136.00| 1.00000 136.00| STREET LIGHTING CABLE, NO. 12 BARE | | | 0221 A080.49 272.000 LF | 1.00000 272.00| 1.00000 272.00| STREET LIGHTING CABLE, NO. 12 USE | | | 0222 A081.00 90.000 LF | 1.50000 135.00| 1.25000 112.50| 6 PAIR COMMUNICATION CABLE | | | 0223 A580.94 2.000 EACH| 1900.00000 3800.00| 2000.00000 4000.00| INSTALL DYNAMIC MESSAGE SIGN CONTROLLER | | | 0224 A580.95 2.000 EACH| 4600.00000 9200.00| 5000.00000 10000.00| INSTALL DYNAMIC MESSAGE SIGN | | | 0225 A580.96 341.000 LF | 1.70000 579.70| 1.60000 545.60| INSTALL DYNAMIC MESSAGE SIGN | | | COMMUNICATION CABLE | | | 0226 A600.00 5.000 EACH| 270.00000 1350.00| 250.00000 1250.00| REMOVE LIGHTING UNIT | | | 0227 A630.20 3.000 EACH| 100.00000 300.00| 100.00000 300.00| REMOVE PULL BOX | | | 0228 A679.57 1820.000 LF | 0.50000 910.00| 0.50000 910.00| REMOVE TRAFFIC SIGNAL CABLE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -48 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 0103 |( 8 ) 0229 |( ) |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0229 A700.25 2.000 EACH| 3700.00000 7400.00| 3500.00000 7000.00| RELOCATE TEMPORARY LIGHTING SYSTEM | | | 0230 A780.05 1.000 EACH| 4500.00000 4500.00| 4000.00000 4000.00| TEMPORARY LIGHTING SYSTEM AT STA. | | | 2358+50 | | | 0231 A780.06 1.000 EACH| 4000.00000 4000.00| 3500.00000 3500.00| TEMPORARY LIGHTING SYSTEM AT STA. | | | 2371+25 | | | 0232 A780.07 1.000 EACH| 4000.00000 4000.00| 3500.00000 3500.00| TEMPORARY LIGHTING SYSTEM AT STA. | | | 2446+25 | | | 0233 A800.55 60.000 DAY | 10.50000 630.00| 10.00000 600.00| OPERATION AND MAINTENANCE OF TEMPORARY | | | LIGHTING SYSTEM AT STA. 2358+50 RT. | | | 0234 A800.56 150.000 DAY | 10.50000 1575.00| 10.00000 1500.00| OPERATION AND MAINTENANCE OF TEMPORARY | | | LIGHTING SYSTEM AT STA. 2371+25 RT. | | | 0235 A800.57 150.000 DAY | 10.50000 1575.00| 10.00000 1500.00| OPERATION AND MAINTENANCE OF TEMPORARY | | | LIGHTING SYSTEM AT STA. 2415+25 RT. | | | 0236 A800.65 50.000 DAY | 10.50000 525.00| 10.00000 500.00| OPERATION AND MAINTENANCE OF TEMPORARY | | | LIGHTING SYSTEM AT STA. 2426+75 RT. | | | 0237 A800.66 60.000 DAY | 10.50000 630.00| 10.00000 600.00| OPERATION AND MAINTENANCE OF TEMPORARY | | | LIGHTING SYSTEM AT STA. 2446+25 RT. | | | SECTION TOTALS | $ 247,170.40| $ 240,549.35| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 8C SIGNING | | | 0238 0030.82 LUMP| 4500.00000 4500.00| 4500.00000 4500.00| MOBILIZATION | | | 0239 7312.02 1.000 EACH| 54000.00000 54000.00| 55000.00000 55000.00| OVERHEAD SIGN SUPPORT, LOCATION 39 | | | 0240 7322.01 240.000 SY | 140.00000 33600.00| 130.00000 31200.00| TYPE B SIGN | | | 0241 7340.00 13334.000 LB | 2.10000 28001.40| 2.00000 26668.00| STRUCTURAL STEEL FOR SIGN SUPPORTS | | | 0242 7360.24 16.000 EACH| 400.00000 6400.00| 370.00000 5920.00| 24" SIGN SUPPORT FOOTING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -49 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 0103 |( 8 ) 0229 |( ) |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0243 7360.30 20.000 EACH| 450.00000 9000.00| 440.00000 8800.00| 30" SIGN SUPPORT FOOTING | | | 0244 7390.10 20.000 EACH| 250.00000 5000.00| 225.00000 4500.00| REMOVE SIGN, POST, AND FOOTING | | | 0245 A010.08 3.000 EACH| 790.00000 2370.00| 1000.00000 3000.00| LUMINAIRE, TYPE HPS-150 | | | SECTION TOTALS | $ 142,871.40| $ 139,588.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 10 GENERAL ITEMS | | | 0246 0001.08 93960.000 BDAY| 0.60000 56376.00| 0.50000 46980.00| BARRICADE, TYPE II | | | 0247 0001.10 9177.000 BDAY| 2.10000 19271.70| 2.00000 18354.00| BARRICADE, TYPE III | | | 0248 0001.75 4848.000 EACH| 1.10000 5332.80| 1.50000 7272.00| TEMPORARY SIGN DAY | | | 0249 0001.90 92698.000 EACH| 0.55000 50983.90| 0.50000 46349.00| SIGN DAY | | | 0250 0001.98 654.000 EACH| 4.00000 2616.00| 3.00000 1962.00| CONTRACTOR FURNISHED SIGN | | | 0251 0002.30 206770.000 LF | 0.55000 113723.50| 0.50000 103385.00| PAVEMENT MARKING REMOVAL | | | 0252 0002.44 1217150.000 LF | 0.05000 60857.50| 0.04000 48686.00| TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0253 0002.47 137850.000 LF | 0.26000 35841.00| 0.25000 34462.50| TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0254 0002.85 75.000 EACH| 30.00000 2250.00| 25.00000 1875.00| TUBULAR POST | | | 0255 0002.97 154.000 DAY | 200.00000 30800.00| 200.00000 30800.00| FLASHING ARROW PANEL | | | 0256 0003.10 45.000 DAY | 192.70000 8671.50| 275.00000 12375.00| FLAGGING | | | 0257 0003.35 7.000 DAY | 300.00000 2100.00| 300.00000 2100.00| MOBILE TRAFFIC CONTROL OPERATION | | | 0258 0003.50 53187.500 LF | 35.00000 1861562.50| 31.00000 1648812.50| CONCRETE PROTECTION BARRIER | | | 0259 0003.53 47800.000 LF | 10.00000 478000.00| 8.25000 394350.00| TEMPORARY GLARE SCREEN | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/02 PAGE : F07 -50 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2927 COUNTIES : SARPY LETTING DATE : 12/19/02 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 7 ) 0103 |( 8 ) 0229 |( ) |VRANA & SON CONSTRUCTION CO |CARLSON COMPANY, INC./FRED | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0260 0003.56 189500.000 LF | 3.20000 606400.00| 2.50000 473750.00| RELOCATE CONCRETE PROTECTION BARRIER | | | 0261 0003.57 5.000 EACH| 1000.00000 5000.00| 1000.00000 5000.00| RELOCATE INERTIAL BARRIER SYSTEM | | | 0262 0003.58 2.000 EACH| 3400.00000 6800.00| 3500.00000 7000.00| INERTIAL BARRIER SYSTEM | | | 0263 0003.64 20.000 EACH| 490.00000 9800.00| 500.00000 10000.00| REPLACEMENT MODULE | | | 0264 0005.10 797.000 DAY | 130.00000 103610.00| 135.00000 107595.00| TRAFFIC CONTROL MANAGEMENT | | | 0265 0010.04 1.000 EACH| 5400.00000 5400.00| 20000.00000 20000.00| FIELD OFFICE | | | 0266 0020.00 5000.000 HOUR| 0.80000 4000.00| 0.80000 4000.00| TRAINING | | | 0267 0030.00 LUMP| 90000.00000 90000.00| 50000.00000 50000.00| MOBILIZATION | | | 0268 1136.01 8.000 EACH| 550.00000 4400.00| 500.00000 4000.00| REMOVE INERTIAL BARRIER SYSTEM | | | 0269 9110.01 220.000 HOUR| 120.00000 26400.00| 75.00000 16500.00| RENTAL OF LOADER, FULLY OPERATED | | | 0270 9110.02 20.000 HOUR| 120.00000 2400.00| 75.00000 1500.00| RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0271 9110.03 220.000 HOUR| 90.00000 19800.00| 70.00000 15400.00| RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0272 9110.06 200.000 HOUR| 90.00000 18000.00| 100.00000 20000.00| RENTAL OF BACKHOE, FULLY OPERATED | | | 0273 9110.07 220.000 HOUR| 90.00000 19800.00| 70.00000 15400.00| RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 3,650,196.40| $ 3,147,908.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 42,680,997.70| $ 44,280,780.86| $ ====================================================================================================================================
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