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09/05/2003
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September 4, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : 2 VENDOR RANKING CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 DISTRICT : 2 CONTRACT DESCRIPTION : PROJECT(S) : EACNH-6-7(153) US-6, 174TH ST.- 198TH ST., OMAHA. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0103 CHAS. VRANA & SON CONSTRUCTION CO. $ 15,703,247.66 100.0000% 2 0049 HAWKINS CONSTRUCTION COMPANY $ 16,044,893.67 102.1756% 3 1276 KIEWIT WESTERN CO. $ 17,315,940.32 110.2698% 4 0751 IRVING F. JENSEN CO., INC. $ 17,668,993.94 112.5181% 5 3652 CEDAR VALLEY CORP. AND SUBSIDIARIES $ 17,840,598.82 113.6109% NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -3 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |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| 100000.00000 100000.00| 11587.00000 11587.00| 110000.00000 110000.00 MOBILIZATION | | | 0002 1000.00 92.000 EACH| 100.00000 9200.00| 105.34000 9691.28| 825.00000 75900.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 70000.00000 70000.00| 23174.00000 23174.00| 65000.00000 65000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.00 596834.000 m3 | 2.05000 1223509.70| 2.52000 1504021.68| 2.15000 1283193.10 EXCAVATION | | | 0005 1010.10 48619.000 m3 | 3.10000 150718.90| 3.44000 167249.36| 3.15000 153149.85 EXCAVATION, BORROW | | | 0006 1011.00 12909.000 kL | 2.00000 25818.00| 2.00000 25818.00| 2.00000 25818.00 WATER | | | 0007 1012.00 108.000 EACH| 70.00000 7560.00| 63.20000 6825.60| 66.00000 7128.00 RIGHT-OF-WAY MARKERS | | | 0008 1030.00 7360.000 m3 | 2.80000 20608.00| 13.69000 100758.40| 2.83000 20828.80 EARTHWORK MEASURED IN EMBANKMENT | | | 0009 1101.00 38319.000 m2 | 4.00000 153276.00| 3.37000 129135.03| 3.63000 139097.97 REMOVE PAVEMENT | | | 0010 1102.00 24217.000 m2 | 4.00000 96868.00| 2.63000 63690.71| 4.25000 102922.25 REMOVE ASPHALT SURFACE | | | 0011 1108.00 179.000 m | 4.00000 716.00| 7.37000 1319.23| 6.42000 1149.18 REMOVE COMBINATION CURB AND GUTTER | | | 0012 1122.01 54.000 m2 | 4.00000 216.00| 6.32000 341.28| 4.00000 216.00 REMOVE CONCRETE MEDIAN SURFACING | | | 0013 1125.00 1.000 EACH| 6000.00000 6000.00| 1053.00000 1053.00| 5900.00000 5900.00 CLEAR TRACT AT STA. 323+00 TO 324+50 LT | | | 0014 1701.18 45.400 m | 80.00000 3632.00| 48.95000 2222.33| 95.00000 4313.00 450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0015 7019.70 2.000 EACH| 1000.00000 2000.00| 277.00000 554.00| 975.00000 1950.00 REMOVE IMPACT ATTENUATOR | | | 0016 L006.00 62.800 ha | 80.00000 5024.00| 79.00000 4961.20| 81.00000 5086.80 COVER CROP SEEDING | | | 0017 L020.00 8375.000 m2 | 1.50000 12562.50| 1.40000 11725.00| 1.44000 12060.00 EROSION CONTROL | | | 0018 L020.01 16778.000 m2 | 5.00000 83890.00| 4.95000 83051.10| 5.00000 83890.00 EROSION CONTROL, TYPE A | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -4 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 L020.08 554.000 m2 | 5.10000 2825.40| 5.11000 2830.94| 5.25000 2908.50 EROSION CONTROL, TYPE AA | | | 0020 L020.09 1633.000 m2 | 12.00000 19596.00| 11.59000 18926.47| 12.00000 19596.00 EROSION CONTROL, TYPE AAA | | | 0021 L020.10 2285.000 m2 | 1.60000 3656.00| 1.53000 3496.05| 1.60000 3656.00 EROSION CONTROL, TYPE HV | | | 0022 L021.01 497.000 BALE| 23.00000 11431.00| 23.17000 11515.49| 24.00000 11928.00 EROSION CHECKS, TYPE A | | | 0023 L021.06 140.000 BALE| 17.00000 2380.00| 16.85000 2359.00| 17.00000 2380.00 EROSION CHECKS, TYPE HV | | | 0024 L021.11 231.000 BALE| 25.00000 5775.00| 24.23000 5597.13| 25.00000 5775.00 EROSION CHECKS, TYPE ST-A | | | 0025 L021.15 63.000 BALE| 20.00000 1260.00| 20.01000 1260.63| 21.00000 1323.00 EROSION CHECKS, TYPE ST-HV | | | 0026 L021.21 21.000 BALE| 28.00000 588.00| 28.44000 597.24| 30.00000 630.00 EROSION CHECKS, TYPE AA | | | 0027 L022.12 1177.000 m | 7.00000 8239.00| 7.11000 8368.47| 7.30000 8592.10 FABRIC SILT FENCE-HIGH POROSITY | | | 0028 L022.75 952.000 m | 10.20000 9710.40| 10.53000 10024.56| 11.00000 10472.00 TEMPORARY SILT CHECK | | | SECTION TOTALS | $ 2,037,059.90| $ 2,212,154.18| $ 2,164,863.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 1A MSE WALLS | | | 0029 0030.10 LUMP| 10000.00000 10000.00| 74460.00000 74460.00| 45000.00000 45000.00 MOBILIZATION | | | 0030 4095.00 2144.000 m2 | 270.00000 578880.00| 219.89000 471444.16| 189.00000 405216.00 CONCRETE FACE PANELS | | | 0031 4095.10 356.000 m | 42.00000 14952.00| 17.30000 6158.80| 70.00000 24920.00 CONCRETE LEVELING PADS | | | 0032 4095.20 436.200 m | 100.00000 43620.00| 109.93000 47951.47| 375.00000 163575.00 COPING | | | 0033 4350.24 1347.000 m | 86.00000 115842.00| 34.75000 46808.25| 40.00000 53880.00 600 mm CORRUGATED METAL PIPE | | | 0034 8024.75 10748.000 m3 | 24.00000 257952.00| 11.97000 128653.56| 26.00000 279448.00 SELECT GRANULAR BACKFILL FOR MSE WALL | | | SECTION TOTALS | $ 1,021,246.00| $ 775,476.24| $ 972,039.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 3 CONCRETE PAVEMENT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -5 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 0002.61 785.000 EACH| 25.00000 19625.00| 23.17000 18188.45| 24.00000 18840.00 PLOWABLE PAVEMENT MARKER | | | 0036 0030.30 LUMP| 200000.00000 200000.00| 750248.00000 750248.00| 315000.00000 315000.00 MOBILIZATION | | | 0037 1020.06 298.000 EACH| 22.00000 6556.00| 22.12000 6591.76| 23.00000 6854.00 FLEXIBLE POST DELINEATOR | | | 0038 3013.13 147.400 m | 80.00000 11792.00| 90.15000 13288.11| 123.00000 18130.20 CONCRETE CLASS 47BD-30 BARRIER CURB | | | 0039 3013.25 4.000 EACH| 1800.00000 7200.00| 686.00000 2744.00| 2134.00000 8536.00 CONCRETE CLASS 47BD-30 BARRIER TERMINAL | | | SECTION TYPE A | | | 0040 3013.26 4.000 EACH| 3600.00000 14400.00| 1626.00000 6504.00| 2500.00000 10000.00 CONCRETE CLASS 47BD-30 BARRIER TERMINAL | | | SECTION TYPE B | | | 0041 3016.21 1273.000 m2 | 28.00000 35644.00| 22.83000 29062.59| 29.00000 36917.00 CONCRETE CLASS 47B-20 SIDEWALKS | | | 0042 3017.40 4249.000 m2 | 30.00000 127470.00| 21.09000 89611.41| 32.00000 135968.00 CONCRETE CLASS 47B-20 MEDIAN SURFACING | | | 0043 3025.00 3642.894 m | 105.00000 382503.87| 104.66000 381265.29| 125.00000 455361.75 CONCRETE CLASS 47BD-30 MEDIAN BARRIER | | | 0044 3027.00 2.000 EACH| 2600.00000 5200.00| 1746.00000 3492.00| 2425.00000 4850.00 CONCRETE CLASS 47BD-30 MEDIAN BARRIER | | | TRANSITION SECTION TYPE A | | | 0045 3075.11 952.000 m2 | 27.00000 25704.00| 20.68000 19687.36| 25.00000 23800.00 155 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0046 3075.45 41814.000 m2 | 27.50000 1149885.00| 29.13000 1218041.82| 33.00000 1379862.00 230 mm DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-25 | | | 0047 3075.51 26833.000 m2 | 26.00000 697658.00| 27.91000 748909.03| 27.00000 724491.00 255 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0048 3075.55 80966.000 m2 | 28.60000 2315627.60| 30.37000 2458937.42| 30.00000 2428980.00 255 mm DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-25 | | | 0049 3300.50 6.200 LS | 28000.00000 28000.00| 103653.00000 103653.00| 10000.00000 10000.00 PORTLAND CEMENT CONCRETE SMOOTHNESS | | | TESTING | | | 0050 4763.26 13.000 EACH| 280.00000 3640.00| 95.27000 1238.51| 200.00000 2600.00 UNDERDRAIN HEADWALL | | | 0051 4764.34 75.000 m | 15.00000 1125.00| 7.09000 531.75| 21.00000 1575.00 100 mm NONPERFORATED PIPE UNDERDRAIN | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -6 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 4764.35 6713.000 m | 12.50000 83912.50| 9.64000 64713.32| 21.00000 140973.00 100 mm PERFORATED PIPE UNDERDRAIN | | | 0053 6010.40 43.400 m3 | 230.00000 9982.00| 380.91000 16531.49| 400.00000 17360.00 CLASS 47BD-30 CONCRETE FOR BARRIER | | | 0054 6131.61 1918.000 kg | 1.30000 2493.40| 1.70000 3260.60| 2.30000 4411.40 EPOXY COATED REINFORCING STEEL FOR | | | BARRIER | | | 0055 7500.27 4.000 EACH| 205.00000 820.00| 205.00000 820.00| 209.00000 836.00 WRONG WAY ARROW, PREFORMED PAVEMENT | | | MARKING, TYPE 4 | | | 0056 7500.32 12.000 EACH| 205.00000 2460.00| 205.41000 2464.92| 209.00000 2508.00 ARROW, PREFORMED PAVEMENT MARKING, TYPE | | | 4 | | | 0057 7500.38 5.000 EACH| 260.00000 1300.00| 258.00000 1290.00| 262.00000 1310.00 ONLY, PREFORMED PAVEMENT MARKING, TYPE | | | 0058 7500.48 10.000 EACH| 205.00000 2050.00| 205.00000 2050.00| 209.00000 2090.00 YIELD PREFORMED PAVEMENT MARKING, TYPE | | | 0059 7502.14 5640.000 m | 8.80000 49632.00| 8.80000 49632.00| 9.00000 50760.00 100 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | 0060 7508.14 1780.000 m | 22.50000 40050.00| 22.65000 40317.00| 23.00000 40940.00 300 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | 0061 7512.14 54.000 m | 63.00000 3402.00| 63.20000 3412.80| 64.00000 3456.00 600 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | 0062 7550.03 9340.000 m | 1.50000 14010.00| 2.25000 21015.00| 2.29000 21388.60 100 mm YELLOW EPOXY PAVEMENT MARKING | | | 0063 7550.04 8900.000 m | 1.50000 13350.00| 2.25000 20025.00| 2.29000 20381.00 100 mm WHITE EPOXY PAVEMENT MARKING | | | 0064 8022.50 5555.000 Mg | 14.00000 77770.00| 16.45000 91379.75| 25.00000 138875.00 FLY ASH FOR SUBGRADE | | | 0065 8029.10 167704.000 m2 | 5.60000 939142.40| 4.99000 836842.96| 4.50000 754668.00 AGGREGATE FOUNDATION COURSE-D 100 mm | | | 0066 8060.05 200.000 EACH| 100.00000 20000.00| 44.21000 8842.00| 110.00000 22000.00 GRANULAR SUBDRAIN | | | 0067 8101.50 117109.000 m2 | 2.05000 240073.45| 1.08000 126477.72| 2.70000 316194.30 STABILIZED SUBGRADE | | | 0068 9005.23 6650.000 Mg | 31.00000 206150.00| 31.67000 210605.50| 32.00000 212800.00 ASPHALTIC CONCRETE, TYPE SPS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -7 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 9005.45 4900.000 Mg | 36.00000 176400.00| 37.93000 185857.00| 38.00000 186200.00 ASPHALTIC CONCRETE, TYPE SP4(12.5) | | | 0070 9009.00 941.000 m2 | 6.00000 5646.00| 5.60000 5269.60| 6.00000 5646.00 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0071 9021.03 359.100 Mg | 210.00000 75411.00| 210.58000 75619.28| 216.00000 77565.60 PERFORMANCE GRADED BINDER (58-28) | | | 0072 9021.08 264.600 Mg | 210.00000 55566.00| 210.58000 55719.47| 216.00000 57153.60 PERFORMANCE GRADED BINDER (64-28) | | | 0073 9053.00 8740.000 L | 0.60000 5244.00| 0.60000 5244.00| 0.60000 5244.00 TACK COAT | | | 0074 9111.00 2999.000 kL | 2.00000 5998.00| 2.05000 6147.95| 5.00000 14995.00 WATER | | | 0075 9140.00 95.146 StaM| 130.00000 12368.98| 121.14000 11525.99| 75.00000 7135.95 JOINT SEALING - ASPHALT TO CONCRETE | | | 0076 9170.00 169.923 StaM| 990.00000 168223.77| 316.01000 53697.37| 175.00000 29736.53 EARTH SHOULDER CONSTRUCTION | | | 0077 9173.20 60971.000 m2 | 1.30000 79262.30| 1.21000 73774.91| 2.00000 121942.00 SUBGRADE PREPARATION | | | 0078 9179.34 40256.000 m2 | 2.95000 118755.20| 2.88000 115937.28| 3.00000 120768.00 COLD MILLING, CLASS 4 | | | 0079 9185.77 40.520 StaM| 130.00000 5267.60| 131.67000 5335.27| 50.00000 2026.00 RUMBLE STRIPS, CONCRETE | | | 0080 9188.50 496.000 m2 | 31.00000 15376.00| 22.88000 11348.48| 16.00000 7936.00 SURFACING UNDER GUARDRAIL | | | 0081 A069.15 3642.894 m | 6.50000 23678.81| 11.06000 40290.41| 11.20000 40800.41 38 mm CONDUIT IN MEDIAN BARRIER | | | SECTION TOTALS | $ 7,485,825.88| $ 7,997,441.57| $ 8,009,865.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4 CULVERTS | | | 0082 0030.40 LUMP| 25000.00000 25000.00| 31470.00000 31470.00| 50000.00000 50000.00 MOBILIZATION | | | 0083 1043.50 1881.000 m2 | 2.40000 4514.40| 1.47000 2765.07| 2.25000 4232.25 RIPRAP FILTER FABRIC | | | 0084 1119.00 10.000 EACH| 650.00000 6500.00| 56.00000 560.00| 300.00000 3000.00 REMOVE INLET | | | 0085 4002.00 1197.000 kg | 2.70000 3231.90| 2.41000 2884.77| 3.00000 3591.00 CAST IRON COVER AND FRAME | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -8 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0086 4003.00 526.000 kg | 3.00000 1578.00| 2.22000 1167.72| 3.00000 1578.00 CAST IRON COVER, FRAME, AND FLANGE | | | 0087 4004.50 27456.000 kg | 2.60000 71385.60| 2.73000 74954.88| 2.50000 68640.00 CAST IRON GRATE AND FRAME | | | 0088 4005.00 624.000 kg | 1.70000 1060.80| 1.70000 1060.80| 2.00000 1248.00 CAST IRON RING AND COVER | | | 0089 4015.50 1.000 EACH| 750.00000 750.00| 1859.00000 1859.00| 1400.00000 1400.00 RECONSTRUCT MANHOLE | | | 0090 4016.00 1.000 EACH| 1750.00000 1750.00| 1178.00000 1178.00| 1750.00000 1750.00 MANHOLE AT STA. 333+65.00 20.9M RT. | | | 0091 4016.01 1.000 EACH| 1750.00000 1750.00| 1440.00000 1440.00| 2300.00000 2300.00 MANHOLE AT STA. 336+30.00 18.90m RT. | | | 0092 4016.02 1.000 EACH| 1750.00000 1750.00| 1690.00000 1690.00| 2800.00000 2800.00 MANHOLE AT STA. 337+48.00 19.0m RT. | | | 0093 4016.03 1.000 EACH| 1750.00000 1750.00| 1322.00000 1322.00| 2000.00000 2000.00 MANHOLE AT STA. 0+80.982 180TH R4 6.80m | | | RT. | | | 0094 4016.04 1.000 EACH| 1750.00000 1750.00| 1514.00000 1514.00| 2400.00000 2400.00 MANHOLE AT STA. 6+15.00 180TH R1 6.8m | | | RT. | | | 0095 4017.00 1.000 EACH| 500.00000 500.00| 227.00000 227.00| 500.00000 500.00 TAPPING EXISTING MANHOLE | | | 0096 4035.00 11.000 EACH| 135.00000 1485.00| 64.71000 711.81| 70.00000 770.00 REMOVE FLARED-END SECTION | | | 0097 4040.00 10.000 EACH| 250.00000 2500.00| 102.00000 1020.00| 105.00000 1050.00 REMOVE HEADWALLS FROM CULVERTS | | | 0098 4043.50 8.100 m | 75.00000 607.50| 47.00000 380.70| 75.00000 607.50 REMOVE SEWER PIPE | | | 0099 4045.00 1.000 EACH| 1000.00000 1000.00| 4213.00000 4213.00| 6000.00000 6000.00 REMOVE STRUCTURE AT STA. 335+97.1 | | | 0100 4045.01 1.000 EACH| 1000.00000 1000.00| 1763.00000 1763.00| 3000.00000 3000.00 REMOVE STRUCTURE AT STA. 2438+50.50 | | | 0101 4050.01 1669.000 m3 | 10.00000 16690.00| 2.86000 4773.34| 8.00000 13352.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0102 4051.01 714.000 m3 | 20.00000 14280.00| 14.64000 10452.96| 19.00000 13566.00 EXCAVATION FOR BOX CULVERTS | | | 0103 4101.06 206.530 m3 | 385.00000 79514.05| 327.59000 67657.16| 600.00000 123918.00 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -9 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0104 4105.59 177.210 m3 | 300.00000 53163.00| 482.13000 85438.26| 600.00000 106326.00 CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0105 4151.00 12022.000 kg | 1.20000 14426.40| 1.19000 14306.18| 1.65000 19836.30 REINFORCING STEEL FOR BOX CULVERT | | | 0106 4155.50 6854.000 kg | 3.40000 23303.60| 0.56000 3838.24| 2.00000 13708.00 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0107 4310.18 22.000 EACH| 450.00000 9900.00| 324.64000 7142.08| 465.00000 10230.00 450 mm FLARED-END SECTION | | | 0108 4310.24 3.000 EACH| 500.00000 1500.00| 381.00000 1143.00| 494.00000 1482.00 600 mm FLARED-END SECTION | | | 0109 4310.30 7.000 EACH| 550.00000 3850.00| 442.00000 3094.00| 537.00000 3759.00 750 mm FLARED-END SECTION | | | 0110 4310.42 2.000 EACH| 700.00000 1400.00| 713.00000 1426.00| 789.00000 1578.00 1050 mm FLARED-END SECTION | | | 0111 4310.54 2.000 EACH| 1200.00000 2400.00| 1076.00000 2152.00| 1220.00000 2440.00 1350 mm FLARED-END SECTION | | | 0112 4310.60 7.000 EACH| 1300.00000 9100.00| 1191.00000 8337.00| 1325.00000 9275.00 1500 mm FLARED-END SECTION | | | 0113 4670.05 80.000 m3 | 100.00000 8000.00| 60.87000 4869.60| 45.00000 3600.00 CULVERT SANDFILL | | | 0114 4880.30 23.000 m | 650.00000 14950.00| 566.94000 13039.62| 552.00000 12696.00 JACKING 750 mm CULVERT PIPE, TYPE 2 | | | CLASS IV | | | 0115 4880.54 21.000 m | 1010.00000 21210.00| 1010.49000 21220.29| 1000.00000 21000.00 JACKING 1350 mm CULVERT PIPE, TYPE 2 | | | CLASS IV | | | 0116 4880.60 40.000 m | 1400.00000 56000.00| 1018.20000 40728.00| 1025.00000 41000.00 JACKING 1500 mm CULVERT PIPE, TYPE 2 | | | CLASS IV | | | 0117 4900.24 7.000 EACH| 520.00000 3640.00| 620.00000 4340.00| 800.00000 5600.00 AREA INLET SEDIMENT FILTER | | | 0118 6105.01 1744.000 Mg | 37.00000 64528.00| 23.60000 41158.40| 22.00000 38368.00 ROCK RIPRAP, TYPE A | | | 0119 6105.03 740.000 Mg | 38.00000 28120.00| 26.12000 19328.80| 26.00000 19240.00 ROCK RIPRAP, TYPE C | | | 0120 P120.30 8.500 m | 135.00000 1147.50| 162.00000 1377.00| 231.00000 1963.50 750 mm CULVERT PIPE, TYPE 2 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -10 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0121 P120.54 11.000 m | 330.00000 3630.00| 386.07000 4246.77| 446.00000 4906.00 1350 mm CULVERT PIPE, TYPE 2 | | | 0122 P120.60 56.000 m | 400.00000 22400.00| 527.86000 29560.16| 510.00000 28560.00 1500 mm CULVERT PIPE, TYPE 2 | | | 0123 P128.30 23.000 m | 185.00000 4255.00| 116.40000 2677.20| 108.00000 2484.00 750 mm CULVERT PIPE, TYPE 2 CLASS IV | | | 0124 P128.54 21.000 m | 410.00000 8610.00| 338.74000 7113.54| 316.00000 6636.00 1350 mm CULVERT PIPE, TYPE 2 CLASS IV | | | 0125 P128.60 40.000 m | 500.00000 20000.00| 418.90000 16756.00| 380.00000 15200.00 1500 mm CULVERT PIPE, TYPE 2 CLASS IV | | | 0126 P200.42 20.000 m | 250.00000 5000.00| 208.05000 4161.00| 285.00000 5700.00 1050 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0127 P200.60 123.400 m | 406.00000 50100.40| 462.82000 57111.99| 474.00000 58491.60 1500 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0128 P400.18 35.000 m | 80.00000 2800.00| 60.66000 2123.10| 116.00000 4060.00 450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0129 P400.24 16.000 m | 100.00000 1600.00| 95.64000 1530.24| 152.00000 2432.00 600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0130 P400.30 19.500 m | 140.00000 2730.00| 139.42000 2718.69| 181.00000 3529.50 750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0131 P700.18 2011.700 m | 70.00000 140819.00| 60.47000 121647.50| 115.00000 231345.50 450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0132 P700.24 354.600 m | 100.00000 35460.00| 94.38000 33467.15| 133.00000 47161.80 600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0133 P700.30 105.000 m | 145.00000 15225.00| 164.37000 17258.85| 165.00000 17325.00 750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | SECTION TOTALS | $ 869,615.15| $ 788,375.87| $ 1,047,635.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 4A CONCRETE BOX CULVERT AT STA 338+27 TRIPLE 3.0m X 2.4m X 116m CONCRETE BOX CULVERT | | | 0134 0030.40 LUMP| 5000.00000 5000.00| 6320.00000 6320.00| 30000.00000 30000.00 MOBILIZATION | | | 0135 4045.00 1.000 EACH| 25000.00000 25000.00| 16854.00000 16854.00| 16000.00000 16000.00 REMOVE STRUCTURE AT STA. 338+27 | | | 0136 4051.01 2860.000 m3 | 19.50000 55770.00| 14.75000 42185.00| 17.00000 48620.00 EXCAVATION FOR BOX CULVERTS | | | 0137 4101.06 1048.050 m3 | 320.00000 335376.00| 329.70000 345542.09| 430.00000 450661.50 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -11 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0138 4151.00 53485.000 kg | 1.20000 64182.00| 1.16000 62042.60| 1.65000 88250.25 REINFORCING STEEL FOR BOX CULVERT | | | 0139 P700.18 1.200 m | 335.00000 402.00| 88.00000 105.60| 1800.00000 2160.00 450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | SECTION TOTALS | $ 485,730.00| $ 473,049.29| $ 635,691.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 5 SEEDING | | | 0140 0030.50 LUMP| 2000.00000 2000.00| 1.00000 1.00| 500.00000 500.00 MOBILIZATION | | | 0141 L001.01 26.700 ha | 1550.00000 41385.00| 1605.32000 42862.04| 1646.00000 43948.20 SEEDING, TYPE A | | | 0142 L001.02 4.700 ha | 1150.00000 5405.00| 1193.00000 5607.10| 1225.00000 5757.50 SEEDING, TYPE B | | | 0143 L032.75 157.000 Mg | 80.00000 12560.00| 79.00000 12403.00| 81.00000 12717.00 MULCH | | | SECTION TOTALS | $ 61,350.00| $ 60,873.14| $ 62,922.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 6 BRIDGE AT STA. 318+71.98 TWO 18.150 M SPANS ROLLED BEAM STEEL GIRDER BRIDGE | | | 0144 0030.60 LUMP| 20000.00000 20000.00| 63076.00000 63076.00| 40000.00000 40000.00 MOBILIZATION | | | 0145 3050.15 366.600 m3 | 223.00000 81751.80| 197.97000 72575.80| 235.00000 86151.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0146 3051.10 22020.000 kg | 1.15000 25323.00| 1.31000 28846.20| 1.60000 35232.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0147 6000.10 335.000 LS | 1500.00000 1500.00| 2337.00000 2337.00| 6000.00000 6000.00 ABUTMENT NO.1 EXCAVATION | | | 0148 6000.11 335.000 LS | 1500.00000 1500.00| 2337.00000 2337.00| 6000.00000 6000.00 ABUTMENT NO.2 EXCAVATION | | | 0149 6000.20 110.000 LS | 3750.00000 3750.00| 2349.00000 2349.00| 12000.00000 12000.00 PIER NO.1 EXCAVATION | | | 0150 6010.22 268.100 m3 | 351.00000 94103.10| 301.74000 80896.49| 640.00000 171584.00 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0151 6010.26 338.400 m3 | 470.00000 159048.00| 346.64000 117302.98| 630.00000 213192.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0152 6071.12 122515.000 LS | 190000.00000 190000.00| 166775.00000 166775.00| 200000.00000 200000.00 STEEL SUPERSTRUCTURE AT STA. 318+71.98 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -12 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0153 6131.50 50171.000 kg | 1.20000 60205.20| 1.31000 65724.01| 1.55000 77765.05 EPOXY COATED REINFORCING STEEL | | | 0154 6139.50 125.000 m2 | 15.00000 1875.00| 26.32000 3290.00| 35.00000 4375.00 SUBSURFACE DRAINAGE MATTING | | | 0155 6210.14 1929.600 m | 55.00000 106128.00| 42.82000 82625.47| 65.00000 125424.00 HP 310 mm X 79 kg STEEL PILING | | | 0156 6501.00 570.000 LS | 5200.00000 5200.00| 43030.00000 43030.00| 6000.00000 6000.00 PENETRATING PROTECTIVE CONCRETE SEALANT | | | 0157 6601.15 65.300 m | 23.00000 1501.90| 53.72000 3507.92| 55.00000 3591.50 38 mm CONDUIT IN BRIDGE | | | 0158 8091.00 280.000 m3 | 25.00000 7000.00| 12.87000 3603.60| 43.00000 12040.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 758,886.00| $ 738,276.47| $ 999,354.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 6A BRIDGE AT STA. 318+71.98 TWO 18.150 M SPANS PRESTRESSED CONC INVERTED TEE GIRDER BR | | | 0159 0030.60 LUMP| | | MOBILIZATION | | | 0160 3050.15 364.900 m3 | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0161 3051.10 22015.000 kg | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0162 6000.10 305.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0163 6000.11 305.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0164 6000.20 110.000 LS | | | PIER NO.1 EXCAVATION | | | 0165 6010.22 295.600 m3 | | | CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0166 6010.26 295.400 m3 | | | CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0167 6011.11 276.900 LS | | | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 318+71.98 | | | 0168 6131.50 63550.000 kg | | | EPOXY COATED REINFORCING STEEL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -13 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0169 6139.50 124.100 m2 | | | SUBSURFACE DRAINAGE MATTING | | | 0170 6210.14 2064.000 m | | | HP 310 mm X 79 kg STEEL PILING | | | 0171 6501.00 675.000 LS | | | PENETRATING PROTECTIVE CONCRETE SEALANT | | | 0172 6601.15 65.300 m | | | 38 mm CONDUIT IN BRIDGE | | | 0173 8091.00 250.000 m3 | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 6B BRIDGE AT STA. 2438+40.398 TWO 20.05 M SPANS ROLLED BEAM STEEL GIRDER BRIDGE | | | 0174 0030.60 LUMP| 25000.00000 25000.00| 153663.00000 153663.00| 50000.00000 50000.00 MOBILIZATION | | | 0175 3050.15 691.300 m3 | 250.00000 172825.00| 187.29000 129473.58| 234.00000 161764.20 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0176 3051.10 73805.000 kg | 1.14000 84137.70| 1.26000 92994.30| 1.50000 110707.50 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0177 6000.10 480.000 LS | 1700.00000 1700.00| 6384.00000 6384.00| 7500.00000 7500.00 ABUTMENT NO.1 EXCAVATION | | | 0178 6000.11 480.000 LS | 1700.00000 1700.00| 6384.00000 6384.00| 7500.00000 7500.00 ABUTMENT NO.2 EXCAVATION | | | 0179 6000.20 235.000 LS | 4000.00000 4000.00| 3294.00000 3294.00| 6000.00000 6000.00 PIER NO.1 EXCAVATION | | | 0180 6005.35 147.300 m | 101.00000 14877.30| 91.11000 13420.50| 114.00000 16792.20 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0181 6005.78 48.000 EACH| 360.00000 17280.00| 352.43000 16916.64| 433.00000 20784.00 EXPANSION BEARING, TFE TYPE | | | 0182 6005.83 24.000 EACH| 610.00000 14640.00| 575.26000 13806.24| 600.00000 14400.00 FIXED BEARING | | | 0183 6010.22 558.900 m3 | 225.00000 125752.50| 297.81000 166446.01| 550.00000 307395.00 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0184 6010.26 848.600 m3 | 400.00000 339440.00| 312.76000 265408.14| 475.00000 403085.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0185 6071.12 266530.000 LS | 360000.00000 360000.00| 378310.00000 378310.00| 425000.00000 425000.00 STEEL SUPERSTRUCTURE AT STA. 2438+40.39 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -14 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0186 6131.50 107735.000 kg | 1.19000 128204.65| 1.31000 141132.85| 1.60000 172376.00 EPOXY COATED REINFORCING STEEL | | | 0187 6139.50 320.000 m2 | 13.00000 4160.00| 25.82000 8262.40| 35.00000 11200.00 SUBSURFACE DRAINAGE MATTING | | | 0188 6210.14 4519.600 m | 55.00000 248578.00| 42.82000 193529.27| 70.00000 316372.00 HP 310 mm X 79 kg STEEL PILING | | | 0189 6404.00 103.730 m | 118.00000 12240.14| 123.34000 12794.06| 126.00000 13069.98 PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0190 6501.00 875.000 LS | 9600.00000 9600.00| 14316.00000 14316.00| 10200.00000 10200.00 PENETRATING PROTECTIVE CONCRETE SEALANT | | | 0191 6600.03 59.600 m | 47.00000 2801.20| 91.64000 5461.74| 93.00000 5542.80 75 mm CONDUIT IN BRIDGE | | | 0192 6601.15 118.200 m | 20.00000 2364.00| 52.67000 6225.59| 54.00000 6382.80 38 mm CONDUIT IN BRIDGE | | | 0193 8091.00 765.000 m3 | 25.00000 19125.00| 12.88000 9853.20| 43.00000 32895.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,588,425.49| $ 1,638,075.52| $ 2,098,966.48 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 6C BRIDGE AT STA. 2438+40.398 TWO 20.050 M SPANS PRESTRESSED CONC INVERTED TEE GIRDER BR | | | 0194 0030.60 LUMP| | | MOBILIZATION | | | 0195 3050.15 691.300 m3 | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0196 3051.10 73805.000 kg | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0197 6000.10 400.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0198 6000.11 400.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0199 6000.20 235.000 LS | | | PIER NO.1 EXCAVATION | | | 0200 6005.35 147.300 m | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0201 6005.60 372.000 EACH| | | ELASTOMERIC BEARING | | | 0202 6010.22 601.100 m3 | | | CLASS 47B-20 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -15 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0203 6010.26 743.900 m3 | | | CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0204 6011.11 652.400 LS | | | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 2438+40.398 | | | 0205 6131.50 120870.000 kg | | | EPOXY COATED REINFORCING STEEL | | | 0206 6139.50 330.000 m2 | | | SUBSURFACE DRAINAGE MATTING | | | 0207 6210.14 4952.000 m | | | HP 310 mm X 79 kg STEEL PILING | | | 0208 6404.00 103.730 m | | | PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0209 6501.00 997.000 LS | | | PENETRATING PROTECTIVE CONCRETE SEALANT | | | 0210 6600.03 59.600 m | | | 75 mm CONDUIT IN BRIDGE | | | 0211 6601.15 118.200 m | | | 38 mm CONDUIT IN BRIDGE | | | 0212 8091.00 610.000 m3 | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 7 GUARDRAIL | | | 0213 0030.70 LUMP| 1000.00000 1000.00| 737.00000 737.00| 750.00000 750.00 MOBILIZATION | | | 0214 7011.20 161.925 m | 50.00000 8096.25| 48.30000 7820.98| 50.00000 8096.25 W-BEAM GUARDRAIL | | | 0215 7019.50 2.000 EACH| 14000.00000 28000.00| 14231.00000 28462.00| 15000.00000 30000.00 IMPACT ATTENUATOR | | | 0216 7020.00 6.000 EACH| 2000.00000 12000.00| 1993.00000 11958.00| 2000.00000 12000.00 BRIDGE APPROACH SECTIONS | | | 0217 7022.00 4.000 EACH| 550.00000 2200.00| 558.00000 2232.00| 572.00000 2288.00 END ANCHORAGE ASSEMBLY | | | 0218 7024.25 6.000 EACH| 2200.00000 13200.00| 2209.00000 13254.00| 2265.00000 13590.00 GUARDRAIL END TREATMENT, TYPE I | | | SECTION TOTALS | $ 64,496.25| $ 64,463.98| $ 66,724.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 GROUP 7B FENCE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -16 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0219 0030.71 LUMP| 2500.00000 2500.00| 1.00000 1.00| 100.00000 100.00 MOBILIZATION | | | 0220 7106.12 1.000 EACH| 350.00000 350.00| 348.00000 348.00| 353.00000 353.00 3.7 m VEHICLE GATE | | | 0221 7110.05 6244.000 m | 20.00000 124880.00| 19.76000 123381.44| 20.00000 124880.00 1.5 METER CHAIN-LINK FENCE | | | 0222 7115.05 22.000 EACH| 75.00000 1650.00| 76.37000 1680.14| 78.00000 1716.00 END POST FOR 1.5 METER CHAIN-LINK FENCE | | | 0223 7116.05 50.000 EACH| 85.00000 4250.00| 84.27000 4213.50| 85.00000 4250.00 CORNER POST FOR 1.5 METER CHAIN-LINK | | | FENCE | | | 0224 7117.05 39.000 EACH| 85.00000 3315.00| 84.27000 3286.53| 86.00000 3354.00 PULL POST FOR 1.5 METER CHAIN-LINK FENC | | | SECTION TOTALS | $ 136,945.00| $ 132,910.61| $ 134,653.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 GROUP 8B ELECTRICAL | | | 0225 0030.81 LUMP| 25000.00000 25000.00| 3687.00000 3687.00| 3700.00000 3700.00 MOBILIZATION | | | 0226 A001.01 32.000 EACH| 500.00000 16000.00| 516.15000 16516.80| 524.00000 16768.00 PULL BOX, TYPE PB-1 | | | 0227 A001.02 4.000 EACH| 400.00000 1600.00| 511.00000 2044.00| 519.00000 2076.00 PULL BOX, TYPE PB-1A | | | 0228 A001.06 2.000 EACH| 700.00000 1400.00| 707.00000 1414.00| 718.00000 1436.00 PULL BOX, TYPE PB-2A | | | 0229 A001.12 14.000 EACH| 425.00000 5950.00| 395.01000 5530.14| 401.00000 5614.00 PULL BOX, TYPE PB-5 | | | 0230 A001.16 5.000 EACH| 500.00000 2500.00| 479.00000 2395.00| 487.00000 2435.00 PULL BOX, TYPE PB-6 | | | 0231 A003.10 14.000 EACH| 750.00000 10500.00| 632.02000 8848.28| 642.00000 8988.00 TRAFFIC SIGNAL, TYPE TS-1 | | | 0232 A003.20 2.000 EACH| 620.00000 1240.00| 669.00000 1338.00| 679.00000 1358.00 TRAFFIC SIGNAL, TYPE TS-1A | | | 0233 A004.20 4.000 EACH| 750.00000 3000.00| 785.00000 3140.00| 797.00000 3188.00 TRAFFIC SIGNAL, TYPE TS-1L | | | 0234 A006.15 12.000 EACH| 550.00000 6600.00| 595.15000 7141.80| 605.00000 7260.00 PEDESTRIAN SIGNAL, TYPE PS-1 | | | 0235 A006.83 6.000 EACH| 700.00000 4200.00| 606.00000 3636.00| 615.00000 3690.00 PEDESTAL POLE, TYPE PP-3.7 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -17 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0236 A006.85 6.000 EACH| 720.00000 4320.00| 485.00000 2910.00| 492.00000 2952.00 PEDESTAL POLE, TYPE PP-3.0 | | | 0237 A006.98 24.000 EACH| 120.00000 2880.00| 184.34000 4424.16| 187.00000 4488.00 VEHICLE DETECTOR, TYPE A PREFORMED | | | 0238 A007.00 60.000 EACH| 150.00000 9000.00| 231.74000 13904.40| 235.00000 14100.00 VEHICLE DETECTOR, TYPE B PREFORMED | | | 0239 A007.08 2.000 EACH| 300.00000 600.00| 369.00000 738.00| 375.00000 750.00 VEHICLE DETECTOR, TYPE TD-3 | | | 0240 A008.69 2.000 EACH| 1390.00000 2780.00| 1138.00000 2276.00| 1156.00000 2312.00 STREET LIGHTING UNIT TYPE SL-S-12.2-1. | | | 2-0.20 | | | 0241 A009.16 92.000 EACH| 2000.00000 184000.00| 1738.04000 159899.68| 1766.00000 162472.00 STREET LIGHTING UNIT, TYPE SL-BT-12.2-3 | | | 7-0.20 | | | 0242 A009.90 62.000 EACH| 1800.00000 111600.00| 1511.57000 93717.34| 1535.00000 95170.00 STREET LIGHTING UNIT, TYPE SL-S-13.7-0. | | | 3 & 0.3-0.20 | | | 0243 A010.35 2.000 EACH| 850.00000 1700.00| 948.00000 1896.00| 963.00000 1926.00 LUMINAIRE, TYPE OH-200 | | | 0244 A010.60 10.000 EACH| 400.00000 4000.00| 527.00000 5270.00| 535.00000 5350.00 UNDERDECK LUMINAIRE, TYPE UD-100 | | | 0245 A020.30 8.000 EACH| 1500.00000 12000.00| 1559.00000 12472.00| 1584.00000 12672.00 LIGHTING CONTROL CENTER, TYPE R | | | 0246 A025.10 1.000 EACH| 40000.00000 40000.00| 26966.00000 26966.00| 27400.00000 27400.00 SIGNAL STRUCTURE TYPE 44 | | | 0247 A070.10 4434.200 m | 8.80000 39020.96| 8.95000 39686.09| 9.10000 40351.22 38 mm CONDUIT IN TRENCH | | | 0248 A070.13 190.700 m | 11.50000 2193.05| 12.01000 2290.31| 12.20000 2326.54 50 mm CONDUIT IN TRENCH | | | 0249 A070.18 38.600 m | 17.00000 656.20| 17.17000 662.76| 18.00000 694.80 75 mm CONDUIT IN TRENCH | | | 0250 A072.10 596.000 m | 10.50000 6258.00| 12.32000 7342.72| 13.00000 7748.00 38 mm CONDUIT UNDER ROADWAY | | | 0251 A072.14 166.300 m | 11.50000 1912.45| 14.91000 2479.53| 16.00000 2660.80 50 mm CONDUIT UNDER ROADWAY | | | 0252 A072.18 211.100 m | 17.00000 3588.70| 20.12000 4247.33| 21.00000 4433.10 75 mm CONDUIT UNDER ROADWAY | | | 0253 A074.12 37.000 m | 36.00000 1332.00| 18.96000 701.52| 20.00000 740.00 38 mm CONDUIT, JACKED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -18 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0254 A077.15 516.500 m | 2.50000 1291.25| 1.05000 542.33| 1.10000 568.15 5/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0255 A077.17 420.300 m | 3.10000 1302.93| 3.27000 1374.38| 3.35000 1408.01 7/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0256 A077.22 131.600 m | 4.00000 526.40| 5.00000 658.00| 5.10000 671.16 12/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0257 A079.01 1521.900 m | 2.00000 3043.80| 1.90000 2891.61| 2.00000 3043.80 2/C #14 AWG DETECTOR LEAD-IN CABLE | | | 0258 A079.50 421.500 m | 1.50000 632.25| 1.90000 800.85| 2.00000 843.00 GROUNDING CONDUCTOR | | | 0259 A079.55 90.000 m | 2.50000 225.00| 2.42000 217.80| 3.00000 270.00 SERVICE CABLE | | | 0260 A080.10 306.000 m | 3.90000 1193.40| 3.69000 1129.14| 4.00000 1224.00 STREET LIGHTING CABLE, NO. 2 USE | | | 0261 A080.22 8723.000 m | 1.30000 11339.90| 2.26000 19713.98| 2.30000 20062.90 STREET LIGHTING CABLE, NO. 6 BARE | | | 0262 A080.24 17138.000 m | 1.50000 25707.00| 2.21000 37874.98| 2.25000 38560.50 STREET LIGHTING CABLE, NO. 6 USE | | | 0263 A500.20 1.000 EACH| 1850.00000 1850.00| 2317.00000 2317.00| 2350.00000 2350.00 INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | | TC-170 | | | 0264 A600.00 12.000 EACH| 250.00000 3000.00| 189.61000 2275.32| 193.00000 2316.00 REMOVE LIGHTING UNIT | | | 0265 A780.05 2.000 EACH| 4700.00000 9400.00| 3055.00000 6110.00| 3100.00000 6200.00 TEMPORARY LIGHTING SYSTEM | | | 0266 A800.55 700.000 DAY | 3.15000 2205.00| 5.27000 3689.00| 5.35000 3745.00 OPERATION AND MAINTENANCE OF TEMPORARY | | | LIGHTING SYSTEM | | | SECTION TOTALS | $ 567,548.29| $ 517,169.25| $ 526,321.98 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0014 GROUP 8C SIGNING | | | 0267 0030.82 LUMP| 5500.00000 5500.00| 6847.00000 6847.00| 4000.00000 4000.00 MOBILIZATION | | | 0268 7311.00 100.000 m3 | 450.00000 45000.00| 212.78000 21278.00| 157.00000 15700.00 CONCRETE FOR FOUNDATION | | | 0269 7311.10 4000.000 kg | 2.00000 8000.00| 2.74000 10960.00| 2.00000 8000.00 REINFORCING STEEL | | | 0270 7312.00 1.000 EACH| 24000.00000 24000.00| 28967.00000 28967.00| 26000.00000 26000.00 OVERHEAD SIGN SUPPORT, LOCATION NO.2 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -19 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0271 7312.01 1.000 EACH| 24000.00000 24000.00| 28967.00000 28967.00| 25600.00000 25600.00 OVERHEAD SIGN SUPPORT, LOCATION NO.4 | | | 0272 7312.02 1.000 EACH| 500.00000 500.00| 53.00000 53.00| 1800.00000 1800.00 OVERHEAD SIGN SUPPORT, LOCATION NO.3 | | | 0273 7312.04 1.000 EACH| 25000.00000 25000.00| 30305.00000 30305.00| 27000.00000 27000.00 OVERHEAD SIGN SUPPORT, LOCATION NO.6 | | | 0274 7312.04 1.000 EACH| 24000.00000 24000.00| 28967.00000 28967.00| 25600.00000 25600.00 OVERHEAD SIGN SUPPORT, LOCATION NO.9 | | | 0275 7312.05 1.000 EACH| 24000.00000 24000.00| 28967.00000 28967.00| 25600.00000 25600.00 OVERHEAD SIGN SUPPORT, LOCATION NO.11 | | | 0276 7312.06 1.000 EACH| 24000.00000 24000.00| 28967.00000 28967.00| 25600.00000 25600.00 OVERHEAD SIGN SUPPORT, LOCATION NO.12 | | | 0277 7312.07 1.000 EACH| 27000.00000 27000.00| 33708.00000 33708.00| 27500.00000 27500.00 OVERHEAD SIGN SUPPORT, LOCATION NO.14 | | | 0278 7322.01 87.018 m2 | 280.00000 24365.04| 189.60000 16498.61| 205.00000 17838.69 TYPE B SIGN | | | 0279 7340.00 1434.400 kg | 5.60000 8032.64| 4.00000 5737.60| 5.10000 7315.44 STRUCTURAL STEEL FOR SIGN SUPPORTS | | | 0280 7360.24 16.000 EACH| 350.00000 5600.00| 474.01000 7584.16| 477.00000 7632.00 600 mm SIGN SUPPORT FOOTING | | | 0281 A010.08 8.000 EACH| 950.00000 7600.00| 769.00000 6152.00| 1450.00000 11600.00 LUMINAIRE, TYPE HPS-150 | | | SECTION TOTALS | $ 276,597.68| $ 283,958.37| $ 256,786.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0015 GROUP 10 GENERAL ITEMS | | | 0282 0001.08 104400.000 BDAY| 0.50000 52200.00| 0.50000 52200.00| 0.50000 52200.00 BARRICADE, TYPE II | | | 0283 0001.10 19418.000 BDAY| 2.30000 44661.40| 2.30000 44661.40| 2.33000 45243.94 BARRICADE, TYPE III | | | 0284 0001.75 850.000 EACH| 6.30000 5355.00| 6.32000 5372.00| 6.42000 5457.00 TEMPORARY SIGN DAY | | | 0285 0001.90 41716.000 EACH| 0.27000 11263.32| 0.26000 10846.16| 0.27000 11263.32 SIGN DAY | | | 0286 0001.98 12834.000 EACH| 1.10000 14117.40| 1.05000 13475.70| 1.07000 13732.38 CONTRACTOR FURNISHED SIGN | | | 0287 0002.30 15000.000 m | 0.75000 11250.00| 0.74000 11100.00| 0.75000 11250.00 PAVEMENT MARKING REMOVAL | | | 0288 0002.44 75000.000 m | 0.30000 22500.00| 0.29000 21750.00| 0.30000 22500.00 TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -20 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0289 0002.47 25000.000 m | 0.80000 20000.00| 0.79000 19750.00| 0.80000 20000.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0290 0002.97 1926.000 DAY | 15.00000 28890.00| 14.75000 28408.50| 15.00000 28890.00 FLASHING ARROW PANEL | | | 0291 0003.10 50.000 DAY | 250.00000 12500.00| 380.81000 19040.50| 300.00000 15000.00 FLAGGING | | | 0292 0003.35 2.000 DAY | 375.00000 750.00| 6689.00000 13378.00| 1200.00000 2400.00 MOBILE TRAFFIC CONTROL OPERATION | | | 0293 0003.50 285.740 m | 135.00000 38574.90| 157.76000 45078.34| 100.00000 28574.00 CONCRETE PROTECTION BARRIER | | | 0294 0005.10 689.000 DAY | 90.00000 62010.00| 83.22000 57338.58| 85.00000 58565.00 TRAFFIC CONTROL MANAGEMENT | | | 0295 0010.04 1.000 EACH| 4000.00000 4000.00| 960.00000 960.00| 3000.00000 3000.00 FIELD OFFICE | | | 0296 0020.00 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 TRAINING | | | 0297 0030.10 LUMP| 15000.00000 15000.00| 12640.00000 12640.00| 15000.00000 15000.00 MOBILIZATION | | | 0298 9110.01 10.000 HOUR| 115.00000 1150.00| 116.00000 1160.00| 150.00000 1500.00 RENTAL OF LOADER, FULLY OPERATED | | | 0299 9110.03 10.000 HOUR| 85.00000 850.00| 79.00000 790.00| 68.00000 680.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0300 9110.06 10.000 HOUR| 110.00000 1100.00| 116.00000 1160.00| 161.00000 1610.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0301 9110.07 10.000 HOUR| 95.00000 950.00| 116.00000 1160.00| 85.00000 850.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 349,522.02| $ 362,669.18| $ 340,115.64 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,703,247.66| $ 16,044,893.67| $ 17,315,940.32 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -21 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( ) |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS | 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| 185000.00000 185000.00| 16000.00000 16000.00| MOBILIZATION | | | 0002 1000.00 92.000 EACH| 800.00000 73600.00| 100.00000 9200.00| LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 60000.00000 60000.00| 32000.00000 32000.00| GENERAL CLEARING AND GRUBBING | | | 0004 1010.00 596834.000 m3 | 1.96000 1169794.64| 2.39000 1426433.26| EXCAVATION | | | 0005 1010.10 48619.000 m3 | 2.94000 142939.86| 3.27000 158984.13| EXCAVATION, BORROW | | | 0006 1011.00 12909.000 kL | 2.00000 25818.00| 2.00000 25818.00| WATER | | | 0007 1012.00 108.000 EACH| 80.00000 8640.00| 60.00000 6480.00| RIGHT-OF-WAY MARKERS | | | 0008 1030.00 7360.000 m3 | 2.65000 19504.00| 13.00000 95680.00| EARTHWORK MEASURED IN EMBANKMENT | | | 0009 1101.00 38319.000 m2 | 3.40000 130284.60| 3.20000 122620.80| REMOVE PAVEMENT | | | 0010 1102.00 24217.000 m2 | 3.40000 82337.80| 2.50000 60542.50| REMOVE ASPHALT SURFACE | | | 0011 1108.00 179.000 m | 6.00000 1074.00| 7.00000 1253.00| REMOVE COMBINATION CURB AND GUTTER | | | 0012 1122.01 54.000 m2 | 3.70000 199.80| 6.00000 324.00| REMOVE CONCRETE MEDIAN SURFACING | | | 0013 1125.00 1.000 EACH| 5500.00000 5500.00| 1000.00000 1000.00| CLEAR TRACT AT STA. 323+00 TO 324+50 LT | | | 0014 1701.18 45.400 m | 84.70000 3845.38| 54.00000 2451.60| 450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0015 7019.70 2.000 EACH| 1000.00000 2000.00| 56.00000 112.00| REMOVE IMPACT ATTENUATOR | | | 0016 L006.00 62.800 ha | 75.00000 4710.00| 75.00000 4710.00| COVER CROP SEEDING | | | 0017 L020.00 8375.000 m2 | 1.33000 11138.75| 1.33000 11138.75| EROSION CONTROL | | | 0018 L020.01 16778.000 m2 | 4.70000 78856.60| 4.70000 78856.60| EROSION CONTROL, TYPE A | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -22 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( ) |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 L020.08 554.000 m2 | 4.85000 2686.90| 4.85000 2686.90| EROSION CONTROL, TYPE AA | | | 0020 L020.09 1633.000 m2 | 11.00000 17963.00| 11.00000 17963.00| EROSION CONTROL, TYPE AAA | | | 0021 L020.10 2285.000 m2 | 1.45000 3313.25| 1.45000 3313.25| EROSION CONTROL, TYPE HV | | | 0022 L021.01 497.000 BALE| 22.00000 10934.00| 22.00000 10934.00| EROSION CHECKS, TYPE A | | | 0023 L021.06 140.000 BALE| 16.00000 2240.00| 16.00000 2240.00| EROSION CHECKS, TYPE HV | | | 0024 L021.11 231.000 BALE| 23.00000 5313.00| 23.00000 5313.00| EROSION CHECKS, TYPE ST-A | | | 0025 L021.15 63.000 BALE| 19.00000 1197.00| 19.00000 1197.00| EROSION CHECKS, TYPE ST-HV | | | 0026 L021.21 21.000 BALE| 27.00000 567.00| 27.00000 567.00| EROSION CHECKS, TYPE AA | | | 0027 L022.12 1177.000 m | 6.75000 7944.75| 6.75000 7944.75| FABRIC SILT FENCE-HIGH POROSITY | | | 0028 L022.75 952.000 m | 10.00000 9520.00| 10.00000 9520.00| TEMPORARY SILT CHECK | | | SECTION TOTALS | $ 2,066,922.33| $ 2,115,283.54| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 1A MSE WALLS | | | 0029 0030.10 LUMP| 6020.00000 6020.00| 5000.00000 5000.00| MOBILIZATION | | | 0030 4095.00 2144.000 m2 | 298.18000 639297.92| 305.00000 653920.00| CONCRETE FACE PANELS | | | 0031 4095.10 356.000 m | 37.65000 13403.40| 37.65000 13403.40| CONCRETE LEVELING PADS | | | 0032 4095.20 436.200 m | 146.33000 63829.15| 210.00000 91602.00| COPING | | | 0033 4350.24 1347.000 m | 46.16000 62177.52| 46.20000 62231.40| 600 mm CORRUGATED METAL PIPE | | | 0034 8024.75 10748.000 m3 | 15.69000 168636.12| 15.70000 168743.60| SELECT GRANULAR BACKFILL FOR MSE WALL | | | SECTION TOTALS | $ 953,364.11| $ 994,900.40| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 3 CONCRETE PAVEMENT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -23 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( ) |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 0002.61 785.000 EACH| 22.00000 17270.00| 22.00000 17270.00| PLOWABLE PAVEMENT MARKER | | | 0036 0030.30 LUMP| 679755.00000 679755.00| 755000.00000 755000.00| MOBILIZATION | | | 0037 1020.06 298.000 EACH| 21.00000 6258.00| 21.00000 6258.00| FLEXIBLE POST DELINEATOR | | | 0038 3013.13 147.400 m | 71.35000 10516.99| 71.35000 10516.99| CONCRETE CLASS 47BD-30 BARRIER CURB | | | 0039 3013.25 4.000 EACH| 1285.00000 5140.00| 1285.00000 5140.00| CONCRETE CLASS 47BD-30 BARRIER TERMINAL | | | SECTION TYPE A | | | 0040 3013.26 4.000 EACH| 1695.00000 6780.00| 1695.00000 6780.00| CONCRETE CLASS 47BD-30 BARRIER TERMINAL | | | SECTION TYPE B | | | 0041 3016.21 1273.000 m2 | 26.57000 33823.61| 27.25000 34689.25| CONCRETE CLASS 47B-20 SIDEWALKS | | | 0042 3017.40 4249.000 m2 | 29.32000 124580.68| 36.70000 155938.30| CONCRETE CLASS 47B-20 MEDIAN SURFACING | | | 0043 3025.00 3642.894 m | 117.35000 427493.61| 118.00000 429861.49| CONCRETE CLASS 47BD-30 MEDIAN BARRIER | | | 0044 3027.00 2.000 EACH| 1985.00000 3970.00| 1985.00000 3970.00| CONCRETE CLASS 47BD-30 MEDIAN BARRIER | | | TRANSITION SECTION TYPE A | | | 0045 3075.11 952.000 m2 | 34.65000 32986.80| 46.21000 43991.92| 155 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0046 3075.45 41814.000 m2 | 35.00000 1463490.00| 41.47000 1734026.58| 230 mm DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-25 | | | 0047 3075.51 26833.000 m2 | 35.00000 939155.00| 32.25000 865364.25| 255 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0048 3075.55 80966.000 m2 | 37.00000 2995742.00| 34.71000 2810329.86| 255 mm DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-25 | | | 0049 3300.50 6.200 LS | 17500.00000 17500.00| 24000.00000 24000.00| PORTLAND CEMENT CONCRETE SMOOTHNESS | | | TESTING | | | 0050 4763.26 13.000 EACH| 128.50000 1670.50| 350.00000 4550.00| UNDERDRAIN HEADWALL | | | 0051 4764.34 75.000 m | 13.20000 990.00| 17.50000 1312.50| 100 mm NONPERFORATED PIPE UNDERDRAIN | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -24 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( ) |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 4764.35 6713.000 m | 12.06000 80958.78| 17.50000 117477.50| 100 mm PERFORATED PIPE UNDERDRAIN | | | 0053 6010.40 43.400 m3 | 299.85000 13013.49| 300.00000 13020.00| CLASS 47BD-30 CONCRETE FOR BARRIER | | | 0054 6131.61 1918.000 kg | 1.95000 3740.10| 1.95000 3740.10| EPOXY COATED REINFORCING STEEL FOR | | | BARRIER | | | 0055 7500.27 4.000 EACH| 195.00000 780.00| 195.00000 780.00| WRONG WAY ARROW, PREFORMED PAVEMENT | | | MARKING, TYPE 4 | | | 0056 7500.32 12.000 EACH| 195.00000 2340.00| 195.00000 2340.00| ARROW, PREFORMED PAVEMENT MARKING, TYPE | | | 4 | | | 0057 7500.38 5.000 EACH| 245.00000 1225.00| 245.00000 1225.00| ONLY, PREFORMED PAVEMENT MARKING, TYPE | | | 0058 7500.48 10.000 EACH| 195.00000 1950.00| 195.00000 1950.00| YIELD PREFORMED PAVEMENT MARKING, TYPE | | | 0059 7502.14 5640.000 m | 8.35000 47094.00| 8.35000 47094.00| 100 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | 0060 7508.14 1780.000 m | 21.50000 38270.00| 21.60000 38448.00| 300 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | 0061 7512.14 54.000 m | 60.00000 3240.00| 60.00000 3240.00| 600 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | 0062 7550.03 9340.000 m | 2.14000 19987.60| 2.00000 18680.00| 100 mm YELLOW EPOXY PAVEMENT MARKING | | | 0063 7550.04 8900.000 m | 2.14000 19046.00| 2.00000 17800.00| 100 mm WHITE EPOXY PAVEMENT MARKING | | | 0064 8022.50 5555.000 Mg | 15.04000 83547.20| 20.62000 114544.10| FLY ASH FOR SUBGRADE | | | 0065 8029.10 167704.000 m2 | 4.70000 788208.80| 4.03000 675847.12| AGGREGATE FOUNDATION COURSE-D 100 mm | | | 0066 8060.05 200.000 EACH| 75.00000 15000.00| 100.00000 20000.00| GRANULAR SUBDRAIN | | | 0067 8101.50 117109.000 m2 | 2.40000 281061.60| 1.78000 208454.02| STABILIZED SUBGRADE | | | 0068 9005.23 6650.000 Mg | 28.37000 188660.50| 28.50000 189525.00| ASPHALTIC CONCRETE, TYPE SPS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -25 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( ) |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 9005.45 4900.000 Mg | 35.53000 174097.00| 36.00000 176400.00| ASPHALTIC CONCRETE, TYPE SP4(12.5) | | | 0070 9009.00 941.000 m2 | 7.50000 7057.50| 7.50000 7057.50| PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0071 9021.03 359.100 Mg | 182.00000 65356.20| 182.00000 65356.20| PERFORMANCE GRADED BINDER (58-28) | | | 0072 9021.08 264.600 Mg | 220.00000 58212.00| 220.00000 58212.00| PERFORMANCE GRADED BINDER (64-28) | | | 0073 9053.00 8740.000 L | 0.30000 2622.00| 0.50000 4370.00| TACK COAT | | | 0074 9111.00 2999.000 kL | 3.00000 8997.00| 6.00000 17994.00| WATER | | | 0075 9140.00 95.146 StaM| 150.00000 14271.90| 330.00000 31398.18| JOINT SEALING - ASPHALT TO CONCRETE | | | 0076 9170.00 169.923 StaM| 463.47000 78754.21| 300.00000 50976.90| EARTH SHOULDER CONSTRUCTION | | | 0077 9173.20 60971.000 m2 | 2.10000 128039.10| 1.90000 115844.90| SUBGRADE PREPARATION | | | 0078 9179.34 40256.000 m2 | 2.72000 109496.32| 2.72000 109496.32| COLD MILLING, CLASS 4 | | | 0079 9185.77 40.520 StaM| 125.00000 5065.00| 125.00000 5065.00| RUMBLE STRIPS, CONCRETE | | | 0080 9188.50 496.000 m2 | 37.85000 18773.60| 40.00000 19840.00| SURFACING UNDER GUARDRAIL | | | 0081 A069.15 3642.894 m | 6.30000 22950.23| 6.50000 23678.81| 38 mm CONDUIT IN MEDIAN BARRIER | | | SECTION TOTALS | $ 9,048,937.32| $ 9,068,853.79| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4 CULVERTS | | | 0082 0030.40 LUMP| 40000.00000 40000.00| 40000.00000 40000.00| MOBILIZATION | | | 0083 1043.50 1881.000 m2 | 1.40000 2633.40| 1.40000 2633.40| RIPRAP FILTER FABRIC | | | 0084 1119.00 10.000 EACH| 99.40000 994.00| 99.40000 994.00| REMOVE INLET | | | 0085 4002.00 1197.000 kg | 3.10000 3710.70| 3.10000 3710.70| CAST IRON COVER AND FRAME | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -26 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( ) |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0086 4003.00 526.000 kg | 2.60000 1367.60| 2.60000 1367.60| CAST IRON COVER, FRAME, AND FLANGE | | | 0087 4004.50 27456.000 kg | 3.10000 85113.60| 3.10000 85113.60| CAST IRON GRATE AND FRAME | | | 0088 4005.00 624.000 kg | 2.60000 1622.40| 2.60000 1622.40| CAST IRON RING AND COVER | | | 0089 4015.50 1.000 EACH| 990.00000 990.00| 990.00000 990.00| RECONSTRUCT MANHOLE | | | 0090 4016.00 1.000 EACH| 1490.00000 1490.00| 1490.00000 1490.00| MANHOLE AT STA. 333+65.00 20.9M RT. | | | 0091 4016.01 1.000 EACH| 1490.00000 1490.00| 1490.00000 1490.00| MANHOLE AT STA. 336+30.00 18.90m RT. | | | 0092 4016.02 1.000 EACH| 1990.00000 1990.00| 1990.00000 1990.00| MANHOLE AT STA. 337+48.00 19.0m RT. | | | 0093 4016.03 1.000 EACH| 1490.00000 1490.00| 1490.00000 1490.00| MANHOLE AT STA. 0+80.982 180TH R4 6.80m | | | RT. | | | 0094 4016.04 1.000 EACH| 1690.00000 1690.00| 1690.00000 1690.00| MANHOLE AT STA. 6+15.00 180TH R1 6.8m | | | RT. | | | 0095 4017.00 1.000 EACH| 400.00000 400.00| 400.00000 400.00| TAPPING EXISTING MANHOLE | | | 0096 4035.00 11.000 EACH| 130.00000 1430.00| 130.00000 1430.00| REMOVE FLARED-END SECTION | | | 0097 4040.00 10.000 EACH| 140.00000 1400.00| 140.00000 1400.00| REMOVE HEADWALLS FROM CULVERTS | | | 0098 4043.50 8.100 m | 30.00000 243.00| 30.00000 243.00| REMOVE SEWER PIPE | | | 0099 4045.00 1.000 EACH| 4000.00000 4000.00| 4000.00000 4000.00| REMOVE STRUCTURE AT STA. 335+97.1 | | | 0100 4045.01 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| REMOVE STRUCTURE AT STA. 2438+50.50 | | | 0101 4050.01 1669.000 m3 | 7.00000 11683.00| 7.00000 11683.00| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0102 4051.01 714.000 m3 | 13.90000 9924.60| 13.90000 9924.60| EXCAVATION FOR BOX CULVERTS | | | 0103 4101.06 206.530 m3 | 311.00000 64230.83| 311.00000 64230.83| CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -27 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( ) |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0104 4105.59 177.210 m3 | 540.00000 95693.40| 540.00000 95693.40| CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0105 4151.00 12022.000 kg | 1.13000 13584.86| 1.13000 13584.86| REINFORCING STEEL FOR BOX CULVERT | | | 0106 4155.50 6854.000 kg | 1.22000 8361.88| 1.22000 8361.88| REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0107 4310.18 22.000 EACH| 481.90000 10601.80| 481.90000 10601.80| 450 mm FLARED-END SECTION | | | 0108 4310.24 3.000 EACH| 528.40000 1585.20| 528.40000 1585.20| 600 mm FLARED-END SECTION | | | 0109 4310.30 7.000 EACH| 596.20000 4173.40| 596.20000 4173.40| 750 mm FLARED-END SECTION | | | 0110 4310.42 2.000 EACH| 936.70000 1873.40| 936.70000 1873.40| 1050 mm FLARED-END SECTION | | | 0111 4310.54 2.000 EACH| 1427.70000 2855.40| 1428.00000 2856.00| 1350 mm FLARED-END SECTION | | | 0112 4310.60 7.000 EACH| 1608.60000 11260.20| 1609.00000 11263.00| 1500 mm FLARED-END SECTION | | | 0113 4670.05 80.000 m3 | 96.00000 7680.00| 96.00000 7680.00| CULVERT SANDFILL | | | 0114 4880.30 23.000 m | 533.10000 12261.30| 533.10000 12261.30| JACKING 750 mm CULVERT PIPE, TYPE 2 | | | CLASS IV | | | 0115 4880.54 21.000 m | 968.10000 20330.10| 968.10000 20330.10| JACKING 1350 mm CULVERT PIPE, TYPE 2 | | | CLASS IV | | | 0116 4880.60 40.000 m | 988.90000 39556.00| 988.90000 39556.00| JACKING 1500 mm CULVERT PIPE, TYPE 2 | | | CLASS IV | | | 0117 4900.24 7.000 EACH| 476.20000 3333.40| 476.20000 3333.40| AREA INLET SEDIMENT FILTER | | | 0118 6105.01 1744.000 Mg | 22.40000 39065.60| 22.40000 39065.60| ROCK RIPRAP, TYPE A | | | 0119 6105.03 740.000 Mg | 24.80000 18352.00| 24.80000 18352.00| ROCK RIPRAP, TYPE C | | | 0120 P120.30 8.500 m | 154.40000 1312.40| 154.40000 1312.40| 750 mm CULVERT PIPE, TYPE 2 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -28 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( ) |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0121 P120.54 11.000 m | 408.50000 4493.50| 408.50000 4493.50| 1350 mm CULVERT PIPE, TYPE 2 | | | 0122 P120.60 56.000 m | 609.00000 34104.00| 609.00000 34104.00| 1500 mm CULVERT PIPE, TYPE 2 | | | 0123 P128.30 23.000 m | 115.00000 2645.00| 115.00000 2645.00| 750 mm CULVERT PIPE, TYPE 2 CLASS IV | | | 0124 P128.54 21.000 m | 351.00000 7371.00| 351.00000 7371.00| 1350 mm CULVERT PIPE, TYPE 2 CLASS IV | | | 0125 P128.60 40.000 m | 434.00000 17360.00| 434.00000 17360.00| 1500 mm CULVERT PIPE, TYPE 2 CLASS IV | | | 0126 P200.42 20.000 m | 251.80000 5036.00| 251.80000 5036.00| 1050 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0127 P200.60 123.400 m | 522.40000 64464.16| 522.40000 64464.16| 1500 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0128 P400.18 35.000 m | 84.70000 2964.50| 84.70000 2964.50| 450 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0129 P400.24 16.000 m | 115.40000 1846.40| 115.40000 1846.40| 600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0130 P400.30 19.500 m | 154.40000 3010.80| 154.40000 3010.80| 750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0131 P700.18 2011.700 m | 84.70000 170390.99| 84.70000 170390.99| 450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0132 P700.24 354.600 m | 115.40000 40920.84| 115.40000 40920.84| 600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0133 P700.30 105.000 m | 197.00000 20685.00| 197.00000 20685.00| 750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | SECTION TOTALS | $ 906,865.66| $ 906,869.06| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 4A CONCRETE BOX CULVERT AT STA 338+27 TRIPLE 3.0m X 2.4m X 116m CONCRETE BOX CULVERT | | | 0134 0030.40 LUMP| 16000.00000 16000.00| 16000.00000 16000.00| MOBILIZATION | | | 0135 4045.00 1.000 EACH| 16000.00000 16000.00| 16000.00000 16000.00| REMOVE STRUCTURE AT STA. 338+27 | | | 0136 4051.01 2860.000 m3 | 14.00000 40040.00| 14.00000 40040.00| EXCAVATION FOR BOX CULVERTS | | | 0137 4101.06 1048.050 m3 | 313.00000 328039.65| 313.00000 328039.65| CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -29 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( ) |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0138 4151.00 53485.000 kg | 1.10000 58833.50| 1.10000 58833.50| REINFORCING STEEL FOR BOX CULVERT | | | 0139 P700.18 1.200 m | 84.00000 100.80| 84.00000 100.80| 450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | SECTION TOTALS | $ 459,013.95| $ 459,013.95| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 5 SEEDING | | | 0140 0030.50 LUMP| 100.00000 100.00| 100.00000 100.00| MOBILIZATION | | | 0141 L001.01 26.700 ha | 1524.00000 40690.80| 1524.00000 40690.80| SEEDING, TYPE A | | | 0142 L001.02 4.700 ha | 1133.00000 5325.10| 1133.00000 5325.10| SEEDING, TYPE B | | | 0143 L032.75 157.000 Mg | 75.00000 11775.00| 75.00000 11775.00| MULCH | | | SECTION TOTALS | $ 57,890.90| $ 57,890.90| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 6 BRIDGE AT STA. 318+71.98 TWO 18.150 M SPANS ROLLED BEAM STEEL GIRDER BRIDGE | | | 0144 0030.60 LUMP| 80000.00000 80000.00| 80000.00000 80000.00| MOBILIZATION | | | 0145 3050.15 366.600 m3 | 185.00000 67821.00| 185.00000 67821.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0146 3051.10 22020.000 kg | 1.55000 34131.00| 1.55000 34131.00| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0147 6000.10 335.000 LS | 8000.00000 8000.00| 8000.00000 8000.00| ABUTMENT NO.1 EXCAVATION | | | 0148 6000.11 335.000 LS | 8000.00000 8000.00| 8000.00000 8000.00| ABUTMENT NO.2 EXCAVATION | | | 0149 6000.20 110.000 LS | 16000.00000 16000.00| 16000.00000 16000.00| PIER NO.1 EXCAVATION | | | 0150 6010.22 268.100 m3 | 410.00000 109921.00| 410.00000 109921.00| CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0151 6010.26 338.400 m3 | 420.00000 142128.00| 420.00000 142128.00| CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0152 6071.12 122515.000 LS | 188750.00000 188750.00| 188750.00000 188750.00| STEEL SUPERSTRUCTURE AT STA. 318+71.98 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -30 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( ) |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0153 6131.50 50171.000 kg | 1.55000 77765.05| 1.55000 77765.05| EPOXY COATED REINFORCING STEEL | | | 0154 6139.50 125.000 m2 | 28.00000 3500.00| 28.00000 3500.00| SUBSURFACE DRAINAGE MATTING | | | 0155 6210.14 1929.600 m | 56.00000 108057.60| 56.00000 108057.60| HP 310 mm X 79 kg STEEL PILING | | | 0156 6501.00 570.000 LS | 13500.00000 13500.00| 13500.00000 13500.00| PENETRATING PROTECTIVE CONCRETE SEALANT | | | 0157 6601.15 65.300 m | 22.00000 1436.60| 22.00000 1436.60| 38 mm CONDUIT IN BRIDGE | | | 0158 8091.00 280.000 m3 | 28.00000 7840.00| 28.00000 7840.00| GRANULAR BACKFILL | | | SECTION TOTALS | $ 866,850.25| $ 866,850.25| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 6A BRIDGE AT STA. 318+71.98 TWO 18.150 M SPANS PRESTRESSED CONC INVERTED TEE GIRDER BR | | | 0159 0030.60 LUMP| | | MOBILIZATION | | | 0160 3050.15 364.900 m3 | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0161 3051.10 22015.000 kg | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0162 6000.10 305.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0163 6000.11 305.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0164 6000.20 110.000 LS | | | PIER NO.1 EXCAVATION | | | 0165 6010.22 295.600 m3 | | | CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0166 6010.26 295.400 m3 | | | CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0167 6011.11 276.900 LS | | | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 318+71.98 | | | 0168 6131.50 63550.000 kg | | | EPOXY COATED REINFORCING STEEL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -31 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( ) |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0169 6139.50 124.100 m2 | | | SUBSURFACE DRAINAGE MATTING | | | 0170 6210.14 2064.000 m | | | HP 310 mm X 79 kg STEEL PILING | | | 0171 6501.00 675.000 LS | | | PENETRATING PROTECTIVE CONCRETE SEALANT | | | 0172 6601.15 65.300 m | | | 38 mm CONDUIT IN BRIDGE | | | 0173 8091.00 250.000 m3 | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 6B BRIDGE AT STA. 2438+40.398 TWO 20.05 M SPANS ROLLED BEAM STEEL GIRDER BRIDGE | | | 0174 0030.60 LUMP| 185000.00000 185000.00| 185000.00000 185000.00| MOBILIZATION | | | 0175 3050.15 691.300 m3 | 180.00000 124434.00| 180.00000 124434.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0176 3051.10 73805.000 kg | 1.55000 114397.75| 1.55000 114397.75| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0177 6000.10 480.000 LS | 16000.00000 16000.00| 16000.00000 16000.00| ABUTMENT NO.1 EXCAVATION | | | 0178 6000.11 480.000 LS | 16000.00000 16000.00| 16000.00000 16000.00| ABUTMENT NO.2 EXCAVATION | | | 0179 6000.20 235.000 LS | 25000.00000 25000.00| 25000.00000 25000.00| PIER NO.1 EXCAVATION | | | 0180 6005.35 147.300 m | 120.00000 17676.00| 120.00000 17676.00| PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0181 6005.78 48.000 EACH| 450.00000 21600.00| 450.00000 21600.00| EXPANSION BEARING, TFE TYPE | | | 0182 6005.83 24.000 EACH| 650.00000 15600.00| 650.00000 15600.00| FIXED BEARING | | | 0183 6010.22 558.900 m3 | 410.00000 229149.00| 410.00000 229149.00| CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0184 6010.26 848.600 m3 | 420.00000 356412.00| 420.00000 356412.00| CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0185 6071.12 266530.000 LS | 381850.00000 381850.00| 381850.00000 381850.00| STEEL SUPERSTRUCTURE AT STA. 2438+40.39 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -32 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( ) |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0186 6131.50 107735.000 kg | 1.55000 166989.25| 1.55000 166989.25| EPOXY COATED REINFORCING STEEL | | | 0187 6139.50 320.000 m2 | 28.00000 8960.00| 28.00000 8960.00| SUBSURFACE DRAINAGE MATTING | | | 0188 6210.14 4519.600 m | 56.00000 253097.60| 56.00000 253097.60| HP 310 mm X 79 kg STEEL PILING | | | 0189 6404.00 103.730 m | 112.31000 11649.92| 115.00000 11928.95| PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0190 6501.00 875.000 LS | 23750.00000 23750.00| 23750.00000 23750.00| PENETRATING PROTECTIVE CONCRETE SEALANT | | | 0191 6600.03 59.600 m | 45.00000 2682.00| 45.00000 2682.00| 75 mm CONDUIT IN BRIDGE | | | 0192 6601.15 118.200 m | 20.00000 2364.00| 20.00000 2364.00| 38 mm CONDUIT IN BRIDGE | | | 0193 8091.00 765.000 m3 | 28.00000 21420.00| 28.00000 21420.00| GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,994,031.52| $ 1,994,310.55| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 6C BRIDGE AT STA. 2438+40.398 TWO 20.050 M SPANS PRESTRESSED CONC INVERTED TEE GIRDER BR | | | 0194 0030.60 LUMP| | | MOBILIZATION | | | 0195 3050.15 691.300 m3 | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0196 3051.10 73805.000 kg | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0197 6000.10 400.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0198 6000.11 400.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0199 6000.20 235.000 LS | | | PIER NO.1 EXCAVATION | | | 0200 6005.35 147.300 m | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0201 6005.60 372.000 EACH| | | ELASTOMERIC BEARING | | | 0202 6010.22 601.100 m3 | | | CLASS 47B-20 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -33 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( ) |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0203 6010.26 743.900 m3 | | | CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0204 6011.11 652.400 LS | | | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 2438+40.398 | | | 0205 6131.50 120870.000 kg | | | EPOXY COATED REINFORCING STEEL | | | 0206 6139.50 330.000 m2 | | | SUBSURFACE DRAINAGE MATTING | | | 0207 6210.14 4952.000 m | | | HP 310 mm X 79 kg STEEL PILING | | | 0208 6404.00 103.730 m | | | PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0209 6501.00 997.000 LS | | | PENETRATING PROTECTIVE CONCRETE SEALANT | | | 0210 6600.03 59.600 m | | | 75 mm CONDUIT IN BRIDGE | | | 0211 6601.15 118.200 m | | | 38 mm CONDUIT IN BRIDGE | | | 0212 8091.00 610.000 m3 | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 7 GUARDRAIL | | | 0213 0030.70 LUMP| 1000.00000 1000.00| 700.00000 700.00| MOBILIZATION | | | 0214 7011.20 161.925 m | 45.85000 7424.26| 45.85000 7424.26| W-BEAM GUARDRAIL | | | 0215 7019.50 2.000 EACH| 1000.00000 2000.00| 13510.00000 27020.00| IMPACT ATTENUATOR | | | 0216 7020.00 6.000 EACH| 1892.00000 11352.00| 1892.00000 11352.00| BRIDGE APPROACH SECTIONS | | | 0217 7022.00 4.000 EACH| 530.00000 2120.00| 530.00000 2120.00| END ANCHORAGE ASSEMBLY | | | 0218 7024.25 6.000 EACH| 2097.50000 12585.00| 2100.00000 12600.00| GUARDRAIL END TREATMENT, TYPE I | | | SECTION TOTALS | $ 36,481.26| $ 61,216.26| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 GROUP 7B FENCE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -34 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( ) |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0219 0030.71 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| MOBILIZATION | | | 0220 7106.12 1.000 EACH| 330.00000 330.00| 330.00000 330.00| 3.7 m VEHICLE GATE | | | 0221 7110.05 6244.000 m | 18.76000 117137.44| 18.76000 117137.44| 1.5 METER CHAIN-LINK FENCE | | | 0222 7115.05 22.000 EACH| 72.50000 1595.00| 72.50000 1595.00| END POST FOR 1.5 METER CHAIN-LINK FENCE | | | 0223 7116.05 50.000 EACH| 80.00000 4000.00| 80.00000 4000.00| CORNER POST FOR 1.5 METER CHAIN-LINK | | | FENCE | | | 0224 7117.05 39.000 EACH| 80.00000 3120.00| 80.00000 3120.00| PULL POST FOR 1.5 METER CHAIN-LINK FENC | | | SECTION TOTALS | $ 127,182.44| $ 127,182.44| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 GROUP 8B ELECTRICAL | | | 0225 0030.81 LUMP| 10260.46000 10260.46| 10300.00000 10300.00| MOBILIZATION | | | 0226 A001.01 32.000 EACH| 474.00000 15168.00| 474.00000 15168.00| PULL BOX, TYPE PB-1 | | | 0227 A001.02 4.000 EACH| 379.00000 1516.00| 379.00000 1516.00| PULL BOX, TYPE PB-1A | | | 0228 A001.06 2.000 EACH| 690.00000 1380.00| 690.00000 1380.00| PULL BOX, TYPE PB-2A | | | 0229 A001.12 14.000 EACH| 407.00000 5698.00| 407.00000 5698.00| PULL BOX, TYPE PB-5 | | | 0230 A001.16 5.000 EACH| 472.00000 2360.00| 472.00000 2360.00| PULL BOX, TYPE PB-6 | | | 0231 A003.10 14.000 EACH| 718.00000 10052.00| 718.00000 10052.00| TRAFFIC SIGNAL, TYPE TS-1 | | | 0232 A003.20 2.000 EACH| 598.00000 1196.00| 598.00000 1196.00| TRAFFIC SIGNAL, TYPE TS-1A | | | 0233 A004.20 4.000 EACH| 725.00000 2900.00| 725.00000 2900.00| TRAFFIC SIGNAL, TYPE TS-1L | | | 0234 A006.15 12.000 EACH| 527.00000 6324.00| 527.00000 6324.00| PEDESTRIAN SIGNAL, TYPE PS-1 | | | 0235 A006.83 6.000 EACH| 665.00000 3990.00| 665.00000 3990.00| PEDESTAL POLE, TYPE PP-3.7 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -35 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( ) |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0236 A006.85 6.000 EACH| 689.00000 4134.00| 689.00000 4134.00| PEDESTAL POLE, TYPE PP-3.0 | | | 0237 A006.98 24.000 EACH| 108.00000 2592.00| 108.00000 2592.00| VEHICLE DETECTOR, TYPE A PREFORMED | | | 0238 A007.00 60.000 EACH| 136.00000 8160.00| 136.00000 8160.00| VEHICLE DETECTOR, TYPE B PREFORMED | | | 0239 A007.08 2.000 EACH| 283.00000 566.00| 283.00000 566.00| VEHICLE DETECTOR, TYPE TD-3 | | | 0240 A008.69 2.000 EACH| 1273.00000 2546.00| 1273.00000 2546.00| STREET LIGHTING UNIT TYPE SL-S-12.2-1. | | | 2-0.20 | | | 0241 A009.16 92.000 EACH| 1870.00000 172040.00| 1870.00000 172040.00| STREET LIGHTING UNIT, TYPE SL-BT-12.2-3 | | | 7-0.20 | | | 0242 A009.90 62.000 EACH| 1665.00000 103230.00| 1665.00000 103230.00| STREET LIGHTING UNIT, TYPE SL-S-13.7-0. | | | 3 & 0.3-0.20 | | | 0243 A010.35 2.000 EACH| 806.00000 1612.00| 806.00000 1612.00| LUMINAIRE, TYPE OH-200 | | | 0244 A010.60 10.000 EACH| 378.00000 3780.00| 378.00000 3780.00| UNDERDECK LUMINAIRE, TYPE UD-100 | | | 0245 A020.30 8.000 EACH| 1420.00000 11360.00| 1420.00000 11360.00| LIGHTING CONTROL CENTER, TYPE R | | | 0246 A025.10 1.000 EACH| 35359.00000 35359.00| 35359.00000 35359.00| SIGNAL STRUCTURE TYPE 44 | | | 0247 A070.10 4434.200 m | 8.40000 37247.28| 8.40000 37247.28| 38 mm CONDUIT IN TRENCH | | | 0248 A070.13 190.700 m | 11.00000 2097.70| 11.00000 2097.70| 50 mm CONDUIT IN TRENCH | | | 0249 A070.18 38.600 m | 16.00000 617.60| 16.00000 617.60| 75 mm CONDUIT IN TRENCH | | | 0250 A072.10 596.000 m | 10.00000 5960.00| 10.00000 5960.00| 38 mm CONDUIT UNDER ROADWAY | | | 0251 A072.14 166.300 m | 11.00000 1829.30| 11.00000 1829.30| 50 mm CONDUIT UNDER ROADWAY | | | 0252 A072.18 211.100 m | 16.00000 3377.60| 16.00000 3377.60| 75 mm CONDUIT UNDER ROADWAY | | | 0253 A074.12 37.000 m | 34.00000 1258.00| 34.00000 1258.00| 38 mm CONDUIT, JACKED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -36 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( ) |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0254 A077.15 516.500 m | 2.25000 1162.13| 2.25000 1162.13| 5/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0255 A077.17 420.300 m | 2.90000 1218.87| 2.90000 1218.87| 7/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0256 A077.22 131.600 m | 3.75000 493.50| 3.75000 493.50| 12/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0257 A079.01 1521.900 m | 1.65000 2511.14| 1.65000 2511.14| 2/C #14 AWG DETECTOR LEAD-IN CABLE | | | 0258 A079.50 421.500 m | 1.25000 526.88| 1.25000 526.88| GROUNDING CONDUCTOR | | | 0259 A079.55 90.000 m | 2.35000 211.50| 2.35000 211.50| SERVICE CABLE | | | 0260 A080.10 306.000 m | 3.45000 1055.70| 3.45000 1055.70| STREET LIGHTING CABLE, NO. 2 USE | | | 0261 A080.22 8723.000 m | 1.20000 10467.60| 1.20000 10467.60| STREET LIGHTING CABLE, NO. 6 BARE | | | 0262 A080.24 17138.000 m | 1.40000 23993.20| 1.40000 23993.20| STREET LIGHTING CABLE, NO. 6 USE | | | 0263 A500.20 1.000 EACH| 1750.00000 1750.00| 1750.00000 1750.00| INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | | TC-170 | | | 0264 A600.00 12.000 EACH| 218.00000 2616.00| 218.00000 2616.00| REMOVE LIGHTING UNIT | | | 0265 A780.05 2.000 EACH| 4511.00000 9022.00| 4511.00000 9022.00| TEMPORARY LIGHTING SYSTEM | | | 0266 A800.55 700.000 DAY | 3.00000 2100.00| 3.00000 2100.00| OPERATION AND MAINTENANCE OF TEMPORARY | | | LIGHTING SYSTEM | | | SECTION TOTALS | $ 515,739.46| $ 515,779.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0014 GROUP 8C SIGNING | | | 0267 0030.82 LUMP| 4800.18000 4800.18| 4800.00000 4800.00| MOBILIZATION | | | 0268 7311.00 100.000 m3 | 418.00000 41800.00| 418.00000 41800.00| CONCRETE FOR FOUNDATION | | | 0269 7311.10 4000.000 kg | 1.85000 7400.00| 1.85000 7400.00| REINFORCING STEEL | | | 0270 7312.00 1.000 EACH| 22905.00000 22905.00| 22905.00000 22905.00| OVERHEAD SIGN SUPPORT, LOCATION NO.2 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -37 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( ) |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0271 7312.01 1.000 EACH| 22940.00000 22940.00| 22940.00000 22940.00| OVERHEAD SIGN SUPPORT, LOCATION NO.4 | | | 0272 7312.02 1.000 EACH| 1390.00000 1390.00| 1390.00000 1390.00| OVERHEAD SIGN SUPPORT, LOCATION NO.3 | | | 0273 7312.04 1.000 EACH| 24221.00000 24221.00| 24221.00000 24221.00| OVERHEAD SIGN SUPPORT, LOCATION NO.6 | | | 0274 7312.04 1.000 EACH| 22937.00000 22937.00| 22937.00000 22937.00| OVERHEAD SIGN SUPPORT, LOCATION NO.9 | | | 0275 7312.05 1.000 EACH| 22937.00000 22937.00| 22937.00000 22937.00| OVERHEAD SIGN SUPPORT, LOCATION NO.11 | | | 0276 7312.06 1.000 EACH| 22937.00000 22937.00| 22937.00000 22937.00| OVERHEAD SIGN SUPPORT, LOCATION NO.12 | | | 0277 7312.07 1.000 EACH| 25160.00000 25160.00| 25160.00000 25160.00| OVERHEAD SIGN SUPPORT, LOCATION NO.14 | | | 0278 7322.01 87.018 m2 | 259.00000 22537.66| 259.00000 22537.66| TYPE B SIGN | | | 0279 7340.00 1434.400 kg | 5.15000 7387.16| 5.15000 7387.16| STRUCTURAL STEEL FOR SIGN SUPPORTS | | | 0280 7360.24 16.000 EACH| 336.00000 5376.00| 336.00000 5376.00| 600 mm SIGN SUPPORT FOOTING | | | 0281 A010.08 8.000 EACH| 900.00000 7200.00| 900.00000 7200.00| LUMINAIRE, TYPE HPS-150 | | | SECTION TOTALS | $ 261,928.00| $ 261,927.82| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0015 GROUP 10 GENERAL ITEMS | | | 0282 0001.08 104400.000 BDAY| 0.50000 52200.00| 0.50000 52200.00| BARRICADE, TYPE II | | | 0283 0001.10 19418.000 BDAY| 2.18000 42331.24| 2.18000 42331.24| BARRICADE, TYPE III | | | 0284 0001.75 850.000 EACH| 6.00000 5100.00| 6.00000 5100.00| TEMPORARY SIGN DAY | | | 0285 0001.90 41716.000 EACH| 0.25000 10429.00| 0.25000 10429.00| SIGN DAY | | | 0286 0001.98 12834.000 EACH| 1.00000 12834.00| 1.00000 12834.00| CONTRACTOR FURNISHED SIGN | | | 0287 0002.30 15000.000 m | 0.70000 10500.00| 0.70000 10500.00| PAVEMENT MARKING REMOVAL | | | 0288 0002.44 75000.000 m | 0.28000 21000.00| 0.28000 21000.00| TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F06 -38 TABULATION OF BIDS CALL ORDER : F06 CONTRACT ID : 2107B COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( ) |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0289 0002.47 25000.000 m | 0.75000 18750.00| 0.75000 18750.00| TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0290 0002.97 1926.000 DAY | 14.00000 26964.00| 14.00000 26964.00| FLASHING ARROW PANEL | | | 0291 0003.10 50.000 DAY | 325.00000 16250.00| 250.00000 12500.00| FLAGGING | | | 0292 0003.35 2.000 DAY | 6349.75000 12699.50| 7500.00000 15000.00| MOBILE TRAFFIC CONTROL OPERATION | | | 0293 0003.50 285.740 m | 200.00000 57148.00| 213.00000 60862.62| CONCRETE PROTECTION BARRIER | | | 0294 0005.10 689.000 DAY | 79.00000 54431.00| 100.00000 68900.00| TRAFFIC CONTROL MANAGEMENT | | | 0295 0010.04 1.000 EACH| 15000.00000 15000.00| 12000.00000 12000.00| FIELD OFFICE | | | 0296 0020.00 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| TRAINING | | | 0297 0030.10 LUMP| 12000.00000 12000.00| 35000.00000 35000.00| MOBILIZATION | | | 0298 9110.01 10.000 HOUR| 110.00000 1100.00| 100.00000 1000.00| RENTAL OF LOADER, FULLY OPERATED | | | 0299 9110.03 10.000 HOUR| 65.00000 650.00| 75.00000 750.00| RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0300 9110.06 10.000 HOUR| 125.00000 1250.00| 125.00000 1250.00| RENTAL OF BACKHOE, FULLY OPERATED | | | 0301 9110.07 10.000 HOUR| 75.00000 750.00| 75.00000 750.00| RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 373,786.74| $ 410,520.86| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 17,668,993.94| $ 17,840,598.82| $ ====================================================================================================================================
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