Back to Bid Tabs
Last Updated: 09/05/2003
September 4, 2003 Contract Letting


 

       
NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : 2 VENDOR RANKING CALL ORDER : F07 CONTRACT ID : 2660 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 DISTRICT : 2 CONTRACT DESCRIPTION : PROJECT(S) : STPC-5011(6) ON 108TH ST., BURT - W. MAPLE, IN OMAHA. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0103 CHAS. VRANA & SON CONSTRUCTION CO. $ 3,040,849.70 100.0000% 2 0049 HAWKINS CONSTRUCTION COMPANY $ 3,244,679.62 106.7031% 3 1276 KIEWIT WESTERN CO. $ 3,386,795.84 111.3766% 4 3652 CEDAR VALLEY CORP. AND SUBSIDIARIES $ 3,968,390.32 130.5027% 5 0751 IRVING F. JENSEN CO., INC. $ 4,011,864.96 131.9324% NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F07 -3 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2660 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| 50000.00000 50000.00| 19959.00000 19959.00| 30000.00000 30000.00 MOBILIZATION | | | 0002 1009.00 LUMP| 30000.00000 30000.00| 23268.00000 23268.00| 30000.00000 30000.00 GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 263.000 MGAL| 8.00000 2104.00| 8.00000 2104.00| 8.00000 2104.00 WATER | | | 0004 1030.00 26229.000 CY | 4.60000 120653.40| 4.63000 121440.27| 4.80000 125899.20 EARTHWORK MEASURED IN EMBANKMENT | | | 0005 1101.00 25585.000 SY | 3.50000 89547.50| 3.26000 83407.10| 3.40000 86989.00 REMOVE PAVEMENT | | | 0006 1102.00 3830.000 SY | 3.50000 13405.00| 3.26000 12485.80| 3.40000 13022.00 REMOVE ASPHALT SURFACE | | | 0007 1106.00 1920.000 SY | 3.50000 6720.00| 3.26000 6259.20| 3.40000 6528.00 REMOVE DRIVEWAY | | | 0008 1107.00 778.000 SY | 3.50000 2723.00| 3.26000 2536.28| 3.40000 2645.20 REMOVE WALK | | | 0009 1108.00 339.000 LF | 3.50000 1186.50| 3.26000 1105.14| 3.40000 1152.60 REMOVE COMBINATION CURB AND GUTTER | | | 0010 1122.01 1358.000 SY | 4.00000 5432.00| 3.77000 5119.66| 4.00000 5432.00 REMOVE CONCRETE MEDIAN SURFACING | | | 0011 1122.87 4.000 EACH| 400.00000 1600.00| 103.00000 412.00| 110.00000 440.00 REMOVE GABION | | | 0012 1123.00 650.000 SY | 4.50000 2925.00| 4.40000 2860.00| 5.00000 3250.00 REMOVE CONCRETE DITCH LINER | | | 0013 7017.00 360.000 LF | 4.00000 1440.00| 3.10000 1116.00| 2.20000 792.00 REMOVE GUARDRAIL | | | 0014 7151.00 133.000 LF | 13.00000 1729.00| 12.41000 1650.53| 13.00000 1729.00 REMOVE AND RESET FENCE | | | 0015 9110.01 40.000 HOUR| 110.00000 4400.00| 93.07000 3722.80| 110.00000 4400.00 RENTAL OF LOADER, FULLY OPERATED | | | 0016 9110.03 40.000 HOUR| 90.00000 3600.00| 62.05000 2482.00| 55.00000 2200.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0017 9110.06 40.000 HOUR| 90.00000 3600.00| 98.24000 3929.60| 120.00000 4800.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0018 9110.07 40.000 HOUR| 85.00000 3400.00| 72.39000 2895.60| 62.00000 2480.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0019 L022.11 3940.000 LF | 2.90000 11426.00| 2.84000 11189.60| 2.15000 8471.00 FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 355,891.40| $ 307,942.58| $ 332,334.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F07 -4 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2660 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 0030.30 LUMP| 68000.00000 68000.00| 210814.00000 210814.00| 100000.00000 100000.00 MOBILIZATION | | | 0021 3008.05 667.000 EACH| 8.30000 5536.10| 6.19000 4128.73| 9.00000 6003.00 TIE BARS | | | 0022 3014.11 570.500 LF | 16.20000 9242.10| 15.93000 9088.07| 13.00000 7416.50 COMBINATION CONCRETE CLASS 47B-3500 | | | CURB AND GUTTER | | | 0023 3016.03 5442.000 SY | 24.00000 130608.00| 22.97000 125002.74| 23.00000 125166.00 CONCRETE CLASS 47B-3000 SIDEWALK 5" | | | 0024 3017.40 151.000 SY | 26.00000 3926.00| 25.83000 3900.33| 40.00000 6040.00 CONCRETE CLASS 47B-3000 MEDIAN SURFACIN | | | 0025 3017.46 969.000 SY | 39.00000 37791.00| 38.68000 37480.92| 45.00000 43605.00 6" CONCRETE CLASS 47B-3000 IMPRINTED | | | MEDIAN SURFACING | | | 0026 3020.24 1481.000 SY | 28.00000 41468.00| 27.90000 41319.90| 33.00000 48873.00 CONCRETE CLASS 47B-3500 DRIVEWAY | | | 0027 3040.11 4.700 SY | 150.00000 705.00| 144.00000 676.80| 225.00000 1057.50 CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | | DEPTH | | | 0028 3040.12 20.300 SY | 150.00000 3045.00| 107.53000 2182.86| 165.00000 3349.50 CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | | DEPTH | | | 0029 3040.13 77.300 SY | 120.00000 9276.00| 107.53000 8312.07| 135.00000 10435.50 CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | | DEPTH | | | 0030 3040.18 2.000 SY | 550.00000 1100.00| 205.00000 410.00| 400.00000 800.00 CONCRETE PAVEMENT REPAIR, TYPE A, | | | PARTIAL DEPTH | | | 0031 3075.22 3846.000 SY | 19.90000 76535.40| 23.32000 89688.72| 28.50000 109611.00 7" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0032 3075.42 22894.000 SY | 20.10000 460169.40| 23.94000 548082.36| 24.00000 549456.00 9" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0033 3075.52 3819.000 SY | 23.90000 91274.10| 27.01000 103151.19| 26.00000 99294.00 10" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0034 3075.56 16753.000 SY | 24.00000 402072.00| 32.44000 543467.32| 28.00000 469084.00 10" DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-3500 | | | 0035 3089.25 4514.000 SY | 25.00000 112850.00| 22.39000 101068.46| 26.00000 117364.00 TEMPORARY SURFACING 8" | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F07 -5 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2660 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 3221.15 100.600 SY | 140.00000 14084.00| 107.53000 10817.52| 185.00000 18611.00 CONCRETE PAVEMENT, CLASS PR-3500 JOINT | | | REPAIR | | | 0037 4002.00 3500.000 LB | 1.20000 4200.00| 1.06000 3710.00| 2.00000 7000.00 CAST IRON COVER AND FRAME | | | 0038 4015.00 7.000 EACH| 225.00000 1575.00| 104.00000 728.00| 175.00000 1225.00 ADJUST MANHOLE TO GRADE | | | 0039 4024.75 7.000 EACH| 2700.00000 18900.00| 852.00000 5964.00| 1600.00000 11200.00 CONCRETE FLUME, TYPE VI | | | 0040 7500.31 20.000 EACH| 230.00000 4600.00| 228.54000 4570.80| 211.00000 4220.00 ARROW, PREFORMED PAVEMENT MARKING, TYPE | | | 3 | | | 0041 7500.39 16.000 EACH| 300.00000 4800.00| 305.07000 4881.12| 232.00000 3712.00 ONLY, PREFORMED PAVEMENT MARKING, TYPE- | | | 0042 7502.13 161.000 LF | 5.20000 837.20| 5.17000 832.37| 6.00000 966.00 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 3, GROOVED | | | 0043 7502.14 6935.000 LF | 2.75000 19071.25| 2.74000 19001.90| 2.61000 18100.35 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4, GROOVED | | | 0044 7503.14 1514.000 LF | 2.75000 4163.50| 2.74000 4148.36| 2.70000 4087.80 4" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4, GROOVED | | | 0045 7512.13 1280.000 LF | 12.50000 16000.00| 12.41000 15884.80| 15.00000 19200.00 24" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 3, GROOVED | | | 0046 8029.10 20536.000 SY | 5.40000 110894.40| 4.00000 82144.00| 4.00000 82144.00 AGGREGATE FOUNDATION COURSE-D 4" | | | 0047 9111.00 193.000 MGAL| 3.00000 579.00| 8.31000 1603.83| 13.00000 2509.00 WATER | | | 0048 9170.00 65.000 STA | 175.00000 11375.00| 174.77000 11360.05| 108.00000 7020.00 EARTH SHOULDER CONSTRUCTION | | | 0049 9173.20 53271.000 SY | 1.50000 79906.50| 1.16000 61794.36| 2.70000 143831.70 SUBGRADE PREPARATION | | | 0050 L001.02 4.000 ACRE| 600.00000 2400.00| 615.00000 2460.00| 1605.00000 6420.00 SEEDING, TYPE B | | | 0051 L010.00 10798.000 SY | 4.00000 43192.00| 3.98000 42976.04| 4.80000 51830.40 SODDING | | | 0052 L010.15 2539.000 SY | 5.15000 13075.85| 5.07000 12872.73| 7.25000 18407.75 BUFFALO GRASS SODDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F07 -6 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2660 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 L032.75 9.000 TON | 80.00000 720.00| 78.00000 702.00| 75.00000 675.00 MULCH | | | 0054 W600.03 8.000 EACH| 125.00000 1000.00| 41.00000 328.00| 90.00000 720.00 ADJUST VALVE BOX TO GRADE | | | SECTION TOTALS | $ 1,804,971.80| $ 2,115,554.35| $ 2,099,435.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0055 0030.40 LUMP| 15000.00000 15000.00| 16370.00000 16370.00| 25000.00000 25000.00 MOBILIZATION | | | 0056 1119.00 11.000 EACH| 400.00000 4400.00| 158.86000 1747.46| 400.00000 4400.00 REMOVE INLET | | | 0057 4002.00 4350.000 LB | 1.15000 5002.50| 1.06000 4611.00| 1.50000 6525.00 CAST IRON COVER AND FRAME | | | 0058 4004.50 745.000 LB | 1.40000 1043.00| 1.12000 834.40| 2.00000 1490.00 CAST IRON GRATE AND FRAME | | | 0059 4005.00 9976.000 LB | 1.20000 11971.20| 0.83000 8280.08| 1.50000 14964.00 CAST IRON RING AND COVER | | | 0060 4015.50 1.000 EACH| 1560.00000 1560.00| 598.00000 598.00| 900.00000 900.00 RECONSTRUCT MANHOLE | | | 0061 4016.00 1.000 EACH| 1900.00000 1900.00| 1449.00000 1449.00| 1700.00000 1700.00 MANHOLE AT STA. 102+46.3 LT. | | | 0062 4016.01 1.000 EACH| 1900.00000 1900.00| 1462.00000 1462.00| 2100.00000 2100.00 MANHOLE AT STA. 1105+69 RT. | | | 0063 4016.02 1.000 EACH| 3000.00000 3000.00| 3491.00000 3491.00| 4300.00000 4300.00 MANHOLE AT STA. 1108+05.5 LT. | | | 0064 4016.03 1.000 EACH| 2500.00000 2500.00| 2867.00000 2867.00| 3300.00000 3300.00 MANHOLE AT STA. 1108+25 RT. | | | 0065 4016.04 1.000 EACH| 2500.00000 2500.00| 2626.00000 2626.00| 3100.00000 3100.00 MANHOLE AT STA. 1110+96.5 LT. | | | 0066 4016.05 1.000 EACH| 2200.00000 2200.00| 1496.00000 1496.00| 1750.00000 1750.00 MANHOLE AT STA. 1113+65.8 RT. | | | 0067 4016.06 1.000 EACH| 2200.00000 2200.00| 2068.00000 2068.00| 2300.00000 2300.00 MANHOLE AT STA. 1200+45 LT. | | | 0068 4016.07 1.000 EACH| 2350.00000 2350.00| 1477.00000 1477.00| 1950.00000 1950.00 MANHOLE AT STA. 1201+49.5 | | | 0069 4016.08 1.000 EACH| 2350.00000 2350.00| 1477.00000 1477.00| 1950.00000 1950.00 MANHOLE AT STA. 1204+40 | | | 0070 4016.09 1.000 EACH| 2550.00000 2550.00| 1477.00000 1477.00| 1950.00000 1950.00 MANHOLE AT STA. 1207+35 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F07 -7 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2660 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 4016.10 1.000 EACH| 2500.00000 2500.00| 1749.00000 1749.00| 2300.00000 2300.00 MANHOLE AT STA. 1220+48.2 RT. | | | 0072 4017.00 3.000 EACH| 600.00000 1800.00| 433.00000 1299.00| 600.00000 1800.00 TAPPING EXISTING MANHOLE | | | 0073 4018.00 2.000 EACH| 820.00000 1640.00| 381.00000 762.00| 800.00000 1600.00 TAPPING EXISTING STRUCTURE | | | 0074 4018.50 1.000 EACH| 650.00000 650.00| 199.00000 199.00| 700.00000 700.00 TAPPING EXISTING PIPE | | | 0075 4035.00 15.000 EACH| 120.00000 1800.00| 28.81000 432.15| 100.00000 1500.00 REMOVE FLARED-END SECTION | | | 0076 4043.50 776.000 LF | 7.10000 5509.60| 4.80000 3724.80| 11.00000 8536.00 REMOVE SEWER PIPE | | | 0077 4093.80 645.000 SF | 16.50000 10642.50| 13.44000 8668.80| 16.50000 10642.50 WALL MATERIALS | | | 0078 4095.15 355.700 LF | 7.50000 2667.75| 1.03000 366.37| 6.35000 2258.70 COMPACTED EARTH LEVELING PAD | | | 0079 4102.11 120.260 CY | 510.00000 61332.60| 284.92000 34264.48| 400.00000 48104.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | RETAINING WALL | | | 0080 4105.59 162.090 CY | 360.00000 58352.40| 350.79000 56859.55| 420.00000 68077.80 CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0081 4107.07 3.720 CY | 450.00000 1674.00| 554.00000 2060.88| 600.00000 2232.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0082 4152.00 4839.000 LB | 0.60000 2903.40| 0.60000 2903.40| 0.75000 3629.25 REINFORCING STEEL FOR RETAINING WALL | | | 0083 4155.50 9293.000 LB | 0.80000 7434.40| 0.32000 2973.76| 0.80000 7434.40 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0084 4157.00 321.000 LB | 1.75000 561.75| 0.32000 102.72| 2.00000 642.00 REINFORCING STEEL FOR COLLARS | | | 0085 4460.15 1.000 EACH| 400.00000 400.00| 301.00000 301.00| 400.00000 400.00 15" CONCRETE FLARED-END SECTION | | | 0086 4460.18 2.000 EACH| 460.00000 920.00| 363.00000 726.00| 450.00000 900.00 18" CONCRETE FLARED-END SECTION | | | 0087 4460.24 3.000 EACH| 500.00000 1500.00| 403.00000 1209.00| 486.00000 1458.00 24" CONCRETE FLARED-END SECTION | | | 0088 4460.30 1.000 EACH| 540.00000 540.00| 457.00000 457.00| 530.00000 530.00 30" CONCRETE FLARED END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F07 -8 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2660 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 4600.12 4.000 LF | 54.00000 216.00| 21.00000 84.00| 80.00000 320.00 12" REINFORCED CONCRETE SEWER PIPE | | | 0090 4600.15 2001.000 LF | 17.00000 34017.00| 20.28000 40580.28| 31.00000 62031.00 15" REINFORCED CONCRETE SEWER PIPE | | | 0091 4600.18 1398.000 LF | 24.00000 33552.00| 21.85000 30546.30| 27.00000 37746.00 18" REINFORCED CONCRETE SEWER PIPE | | | 0092 4600.24 981.000 LF | 32.00000 31392.00| 30.53000 29949.93| 36.00000 35316.00 24" REINFORCED CONCRETE SEWER PIPE | | | 0093 4600.30 240.000 LF | 42.00000 10080.00| 39.94000 9585.60| 58.00000 13920.00 30" REINFORCED CONCRETE SEWER PIPE | | | 0094 4600.36 82.000 LF | 60.00000 4920.00| 59.23000 4856.86| 76.00000 6232.00 36" REINFORCED CONCRETE SEWER PIPE | | | 0095 4731.08 585.000 LF | 24.00000 14040.00| 17.88000 10459.80| 27.00000 15795.00 8" SANITARY SEWER PIPE | | | 0096 4900.24 45.000 EACH| 500.00000 22500.00| 572.45000 25760.25| 650.00000 29250.00 AREA INLET SEDIMENT FILTER | | | 0097 6140.00 246.000 SY | 11.00000 2706.00| 18.61000 4578.06| 15.00000 3690.00 DAMPPROOFING | | | 0098 8024.50 31.000 CY | 26.00000 806.00| 183.19000 5678.89| 20.00000 620.00 SELECT GRANULAR BACKFILL FOR RETAINED | | | EARTH STRUCTURE | | | SECTION TOTALS | $ 379,484.10| $ 333,469.82| $ 445,343.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 8B ELECTRICAL | | | 0099 0003.76 1.000 EACH| 74000.00000 74000.00| 71057.00000 71057.00| 73500.00000 73500.00 TEMPORARY TRAFFIC SIGNAL AT 108th | | | STREET & WEST MAPLE ROAD | | | 0100 0030.81 LUMP| 1500.00000 1500.00| 579.00000 579.00| 1000.00000 1000.00 MOBILIZATION | | | 0101 7315.90 14.000 LS | 2300.00000 2300.00| 2377.00000 2377.00| 2500.00000 2500.00 INSTALL OVERHEAD SIGNS | | | 0102 7320.20 12.000 LS | 1600.00000 1600.00| 1619.00000 1619.00| 1700.00000 1700.00 INSTALL TRAFFIC SIGN AND POST | | | 0103 7320.50 12.000 EACH| 400.00000 4800.00| 404.34000 4852.08| 418.00000 5016.00 STREET NAME SIGN | | | 0104 7320.95 4.000 EACH| 2100.00000 8400.00| 2113.00000 8452.00| 2200.00000 8800.00 FIBER OPTIC SIGN | | | 0105 A001.02 10.000 EACH| 450.00000 4500.00| 444.00000 4440.00| 459.00000 4590.00 PULL BOX, TYPE PB-1A | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F07 -9 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2660 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0106 A001.16 23.000 EACH| 400.00000 9200.00| 392.97000 9038.31| 406.00000 9338.00 PULL BOX, TYPE PB-6 | | | 0107 A002.30 LUMP| 3100.00000 3100.00| 3142.00000 3142.00| 3250.00000 3250.00 VEHICLE PRIORITY CONTROL SYSTEM AT | | | 108th STREET & CORBY STREET | | | 0108 A002.31 LUMP| 3100.00000 3100.00| 3142.00000 3142.00| 3250.00000 3250.00 VEHICLE PRIORITY CONTROL SYSTEM AT | | | 108th STREET & COTTONWOOD LANE | | | 0109 A002.32 LUMP| 1250.00000 1250.00| 1244.00000 1244.00| 1280.00000 1280.00 VEHICLE PRIORITY CONTROL SYSTEM AT | | | 108th STREET & WEST MAPLE ROAD | | | 0110 A004.00 29.000 EACH| 700.00000 20300.00| 675.28000 19583.12| 700.00000 20300.00 TRAFFIC SIGNAL, TYPE TS-1 | | | 0111 A004.04 1.000 EACH| 1140.00000 1140.00| 1125.00000 1125.00| 1200.00000 1200.00 TRAFFIC SIGNAL, TYPE TS-1LL | | | 0112 A004.10 8.000 EACH| 620.00000 4960.00| 609.00000 4872.00| 630.00000 5040.00 TRAFFIC SIGNAL, TYPE TS-1A | | | 0113 A004.20 8.000 EACH| 700.00000 5600.00| 675.00000 5400.00| 700.00000 5600.00 TRAFFIC SIGNAL, TYPE TS-1L | | | 0114 A004.28 4.000 EACH| 1010.00000 4040.00| 1009.00000 4036.00| 1000.00000 4000.00 TRAFFIC SIGNAL, TYPE TS-1RR | | | 0115 A005.25 3.000 EACH| 7500.00000 22500.00| 7752.00000 23256.00| 8000.00000 24000.00 TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | | | 0116 A006.15 24.000 EACH| 500.00000 12000.00| 487.07000 11689.68| 500.00000 12000.00 PEDESTRIAN SIGNAL, TYPE PS-1 | | | 0117 A006.70 16.000 EACH| 160.00000 2560.00| 150.98000 2415.68| 156.00000 2496.00 PEDESTRIAN PUSHBUTTON, TYPE PPB | | | 0118 A007.15 40.000 EACH| 300.00000 12000.00| 289.55000 11582.00| 300.00000 12000.00 VEHICLE DETECTOR, TYPE TD-5 | | | 0119 A007.16 1.000 EACH| 360.00000 360.00| 347.00000 347.00| 360.00000 360.00 VEHICLE DETECTOR, TYPE TD-5A | | | 0120 A009.18 2.000 EACH| 3200.00000 6400.00| 3135.00000 6270.00| 3200.00000 6400.00 STREET LIGHTING UNIT, TYPE | | | SL-BT-40-12-12-0.20 | | | 0121 A011.40 2.000 EACH| 5700.00000 11400.00| 5656.00000 11312.00| 5900.00000 11800.00 COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-35-12 | | | 0122 A012.05 2.000 EACH| 8100.00000 16200.00| 8007.00000 16014.00| 8300.00000 16600.00 COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-45-12 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F07 -10 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2660 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0123 A012.60 3.000 EACH| 8200.00000 24600.00| 8095.00000 24285.00| 8375.00000 25125.00 COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE TYPE CMP-50-12 | | | 0124 A016.60 1.000 EACH| 5150.00000 5150.00| 5158.00000 5158.00| 5300.00000 5300.00 MAST ARM SIGNAL POLE, TYPE MP-40 | | | 0125 A025.08 1.000 EACH| 60000.00000 60000.00| 58663.00000 58663.00| 61000.00000 61000.00 SIGNAL STRUCTURE | | | 0126 A030.04 3.000 EACH| 3200.00000 9600.00| 3240.00000 9720.00| 3350.00000 10050.00 SERVICE DISCONNECT PEDESTAL | | | 0127 A030.90 1.000 EACH| 600.00000 600.00| 614.00000 614.00| 636.00000 636.00 TELEPHONE DROP | | | 0128 A070.14 2476.000 LF | 3.50000 8666.00| 3.37000 8344.12| 3.50000 8666.00 2-INCH CONDUIT IN TRENCH | | | 0129 A070.18 6450.000 LF | 4.70000 30315.00| 4.58000 29541.00| 4.75000 30637.50 3-INCH CONDUIT IN TRENCH | | | 0130 A077.26 1196.000 LF | 2.50000 2990.00| 2.39000 2858.44| 2.50000 2990.00 16/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0131 A078.12 1567.000 LF | 0.70000 1096.90| 0.66000 1034.22| 0.70000 1096.90 2/C #16 AWG PEDESTRIAN PUSHBUTTON | | | LEAD-IN CABLE | | | 0132 A079.01 1509.000 LF | 1.00000 1509.00| 0.84000 1267.56| 0.87000 1312.83 2/C #14 AWG DETECTOR LEAD-IN CABLE | | | 0133 A079.50 1340.000 LF | 0.70000 938.00| 0.66000 884.40| 0.68000 911.20 GROUNDING CONDUCTOR | | | 0134 A079.55 1275.000 LF | 1.00000 1275.00| 0.96000 1224.00| 1.00000 1275.00 SERVICE CABLE | | | 0135 A079.67 850.000 LF | 0.80000 680.00| 0.78000 663.00| 0.80000 680.00 SERVICE ENTRANCE CABLE | | | 0136 A080.28 1319.000 LF | 2.50000 3297.50| 2.35000 3099.65| 2.43000 3205.17 STREET LIGHTING CABLE, NO. 6 3/C | | | 0137 A081.00 6543.000 LF | 1.30000 8505.90| 1.28000 8375.04| 1.33000 8702.19 6 PAIR COMMUNICATION CABLE | | | 0138 A510.00 11.000 EACH| 120.00000 1320.00| 116.86000 1285.46| 121.00000 1331.00 INSTALL LUMINAIRE | | | 0139 A610.00 1.000 EACH| 3000.00000 3000.00| 2120.00000 2120.00| 2200.00000 2200.00 REMOVE TRAFFIC SIGNAL AT 108th STREET & | | | WEST MAPLE ROAD | | | 0140 A610.01 1.000 EACH| 3000.00000 3000.00| 1696.00000 1696.00| 1755.00000 1755.00 REMOVE TRAFFIC SIGNAL AT 108th STREET & | | | COTTONWOOD LANE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F07 -11 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2660 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0141 A779.56 LUMP| 2600.00000 2600.00| 2637.00000 2637.00| 2730.00000 2730.00 VIDEO VEHICLE DETECTION SYSTEM AT 108th | | | STREET & WEST MAPLE ROAD | | | SECTION TOTALS | $ 402,353.30| $ 391,314.76| $ 405,623.79 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 10 GENERAL ITEMS | | | 0142 0001.08 50618.000 BDAY| 0.50000 25309.00| 0.50000 25309.00| 0.50000 25309.00 BARRICADE, TYPE II | | | 0143 0001.10 14321.000 BDAY| 1.30000 18617.30| 1.29000 18474.09| 1.40000 20049.40 BARRICADE, TYPE III | | | 0144 0001.75 180.000 EACH| 2.20000 396.00| 2.07000 372.60| 5.15000 927.00 TEMPORARY SIGN DAY | | | 0145 0001.90 4675.000 EACH| 0.40000 1870.00| 0.29000 1355.75| 0.26000 1215.50 SIGN DAY | | | 0146 0001.99 4537.000 EACH| 0.90000 4083.30| 0.88000 3992.56| 1.00000 4537.00 CONTRACTOR FURNISHED SIGN DAY | | | 0147 0002.44 44650.000 LF | 0.15000 6697.50| 0.12000 5358.00| 0.09000 4018.50 TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0148 0002.97 361.000 DAY | 16.00000 5776.00| 15.51000 5599.11| 23.00000 8303.00 FLASHING ARROW PANEL | | | 0149 0003.10 100.000 DAY | 215.00000 21500.00| 323.72000 32372.00| 290.00000 29000.00 FLAGGING | | | 0150 0030.00 LUMP| 2500.00000 2500.00| 1.00000 1.00| 5000.00000 5000.00 MOBILIZATION | | | 0151 A801.00 300.000 HOUR| 38.00000 11400.00| 11.88000 3564.00| 19.00000 5700.00 CONSTRUCTION LIGHTING | | | SECTION TOTALS | $ 98,149.10| $ 96,398.11| $ 104,059.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,040,849.70| $ 3,244,679.62| $ 3,386,795.84 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F07 -12 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2660 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 0751 |( ) |CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 19300.00000 19300.00| 32300.00000 32300.00| MOBILIZATION | | | 0002 1009.00 LUMP| 22500.00000 22500.00| 25000.00000 25000.00| GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 263.000 MGAL| 8.00000 2104.00| 8.00000 2104.00| WATER | | | 0004 1030.00 26229.000 CY | 4.48000 117505.92| 4.60000 120653.40| EARTHWORK MEASURED IN EMBANKMENT | | | 0005 1101.00 25585.000 SY | 3.15000 80592.75| 3.25000 83151.25| REMOVE PAVEMENT | | | 0006 1102.00 3830.000 SY | 3.60000 13788.00| 3.25000 12447.50| REMOVE ASPHALT SURFACE | | | 0007 1106.00 1920.000 SY | 3.15000 6048.00| 3.25000 6240.00| REMOVE DRIVEWAY | | | 0008 1107.00 778.000 SY | 3.15000 2450.70| 3.25000 2528.50| REMOVE WALK | | | 0009 1108.00 339.000 LF | 3.15000 1067.85| 3.25000 1101.75| REMOVE COMBINATION CURB AND GUTTER | | | 0010 1122.01 1358.000 SY | 3.65000 4956.70| 3.80000 5160.40| REMOVE CONCRETE MEDIAN SURFACING | | | 0011 1122.87 4.000 EACH| 100.00000 400.00| 100.00000 400.00| REMOVE GABION | | | 0012 1123.00 650.000 SY | 4.25000 2762.50| 4.25000 2762.50| REMOVE CONCRETE DITCH LINER | | | 0013 7017.00 360.000 LF | 3.00000 1080.00| 2.00000 720.00| REMOVE GUARDRAIL | | | 0014 7151.00 133.000 LF | 12.00000 1596.00| 12.00000 1596.00| REMOVE AND RESET FENCE | | | 0015 9110.01 40.000 HOUR| 90.00000 3600.00| 90.00000 3600.00| RENTAL OF LOADER, FULLY OPERATED | | | 0016 9110.03 40.000 HOUR| 60.00000 2400.00| 60.00000 2400.00| RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0017 9110.06 40.000 HOUR| 95.00000 3800.00| 90.00000 3600.00| RENTAL OF BACKHOE, FULLY OPERATED | | | 0018 9110.07 40.000 HOUR| 70.00000 2800.00| 70.00000 2800.00| RENTAL OF SKID LOADER, FULLY OPERATED | | | 0019 L022.11 3940.000 LF | 2.75000 10835.00| 2.75000 10835.00| FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 299,587.42| $ 319,400.30| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F07 -13 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2660 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 0751 |( ) |CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 0030.30 LUMP| 305300.00000 305300.00| 276000.00000 276000.00| MOBILIZATION | | | 0021 3008.05 667.000 EACH| 6.00000 4002.00| 5.99000 3995.33| TIE BARS | | | 0022 3014.11 570.500 LF | 15.40000 8785.70| 15.40000 8785.70| COMBINATION CONCRETE CLASS 47B-3500 | | | CURB AND GUTTER | | | 0023 3016.03 5442.000 SY | 23.50000 127887.00| 23.21000 126308.82| CONCRETE CLASS 47B-3000 SIDEWALK 5" | | | 0024 3017.40 151.000 SY | 25.00000 3775.00| 24.98000 3771.98| CONCRETE CLASS 47B-3000 MEDIAN SURFACIN | | | 0025 3017.46 969.000 SY | 37.40000 36240.60| 37.40000 36240.60| 6" CONCRETE CLASS 47B-3000 IMPRINTED | | | MEDIAN SURFACING | | | 0026 3020.24 1481.000 SY | 27.00000 39987.00| 26.98000 39957.38| CONCRETE CLASS 47B-3500 DRIVEWAY | | | 0027 3040.11 4.700 SY | 139.00000 653.30| 138.89000 652.78| CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | | DEPTH | | | 0028 3040.12 20.300 SY | 104.00000 2111.20| 103.98000 2110.79| CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | | DEPTH | | | 0029 3040.13 77.300 SY | 104.00000 8039.20| 103.98000 8037.65| CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | | DEPTH | | | 0030 3040.18 2.000 SY | 200.00000 400.00| 198.27000 396.54| CONCRETE PAVEMENT REPAIR, TYPE A, | | | PARTIAL DEPTH | | | 0031 3075.22 3846.000 SY | 37.34000 143609.64| 31.10000 119610.60| 7" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0032 3075.42 22894.000 SY | 33.19000 759851.86| 35.47000 812050.18| 9" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0033 3075.52 3819.000 SY | 41.92000 160092.48| 37.47000 143097.93| 10" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0034 3075.56 16753.000 SY | 39.96000 669449.88| 40.47000 677993.91| 10" DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-3500 | | | 0035 3089.25 4514.000 SY | 37.66000 169997.24| 30.50000 137677.00| TEMPORARY SURFACING 8" | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F07 -14 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2660 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 0751 |( ) |CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 3221.15 100.600 SY | 104.00000 10462.40| 103.98000 10460.39| CONCRETE PAVEMENT, CLASS PR-3500 JOINT | | | REPAIR | | | 0037 4002.00 3500.000 LB | 1.50000 5250.00| 1.00000 3500.00| CAST IRON COVER AND FRAME | | | 0038 4015.00 7.000 EACH| 250.00000 1750.00| 500.00000 3500.00| ADJUST MANHOLE TO GRADE | | | 0039 4024.75 7.000 EACH| 1500.00000 10500.00| 2100.00000 14700.00| CONCRETE FLUME, TYPE VI | | | 0040 7500.31 20.000 EACH| 195.00000 3900.00| 195.00000 3900.00| ARROW, PREFORMED PAVEMENT MARKING, TYPE | | | 3 | | | 0041 7500.39 16.000 EACH| 215.00000 3440.00| 215.00000 3440.00| ONLY, PREFORMED PAVEMENT MARKING, TYPE- | | | 0042 7502.13 161.000 LF | 5.50000 885.50| 5.50000 885.50| 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 3, GROOVED | | | 0043 7502.14 6935.000 LF | 2.42000 16782.70| 2.42000 16782.70| 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4, GROOVED | | | 0044 7503.14 1514.000 LF | 2.49000 3769.86| 2.49000 3769.86| 4" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4, GROOVED | | | 0045 7512.13 1280.000 LF | 14.25000 18240.00| 14.25000 18240.00| 24" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 3, GROOVED | | | 0046 8029.10 20536.000 SY | 5.78000 118698.08| 6.00000 123216.00| AGGREGATE FOUNDATION COURSE-D 4" | | | 0047 9111.00 193.000 MGAL| 12.00000 2316.00| 12.00000 2316.00| WATER | | | 0048 9170.00 65.000 STA | 169.00000 10985.00| 169.00000 10985.00| EARTH SHOULDER CONSTRUCTION | | | 0049 9173.20 53271.000 SY | 1.58000 84168.18| 2.00000 106542.00| SUBGRADE PREPARATION | | | 0050 L001.02 4.000 ACRE| 595.00000 2380.00| 595.00000 2380.00| SEEDING, TYPE B | | | 0051 L010.00 10798.000 SY | 3.85000 41572.30| 3.85000 41572.30| SODDING | | | 0052 L010.15 2539.000 SY | 4.90000 12441.10| 4.90000 12441.10| BUFFALO GRASS SODDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F07 -15 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2660 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 0751 |( ) |CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 L032.75 9.000 TON | 75.00000 675.00| 75.00000 675.00| MULCH | | | 0054 W600.03 8.000 EACH| 100.00000 800.00| 150.00000 1200.00| ADJUST VALVE BOX TO GRADE | | | SECTION TOTALS | $ 2,789,198.22| $ 2,777,193.04| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0055 0030.40 LUMP| 7000.00000 7000.00| 26936.83000 26936.83| MOBILIZATION | | | 0056 1119.00 11.000 EACH| 191.00000 2101.00| 190.29000 2093.19| REMOVE INLET | | | 0057 4002.00 4350.000 LB | 1.05000 4567.50| 1.05000 4567.50| CAST IRON COVER AND FRAME | | | 0058 4004.50 745.000 LB | 1.27000 946.15| 1.27000 946.15| CAST IRON GRATE AND FRAME | | | 0059 4005.00 9976.000 LB | 1.21000 12070.96| 1.21000 12070.96| CAST IRON RING AND COVER | | | 0060 4015.50 1.000 EACH| 1465.00000 1465.00| 1463.73000 1463.73| RECONSTRUCT MANHOLE | | | 0061 4016.00 1.000 EACH| 1891.00000 1891.00| 1891.53000 1891.53| MANHOLE AT STA. 102+46.3 LT. | | | 0062 4016.01 1.000 EACH| 2765.00000 2765.00| 2765.46000 2765.46| MANHOLE AT STA. 1105+69 RT. | | | 0063 4016.02 1.000 EACH| 3693.00000 3693.00| 3693.43000 3693.43| MANHOLE AT STA. 1108+05.5 LT. | | | 0064 4016.03 1.000 EACH| 3467.00000 3467.00| 3466.88000 3466.88| MANHOLE AT STA. 1108+25 RT. | | | 0065 4016.04 1.000 EACH| 3663.00000 3663.00| 3663.46000 3663.46| MANHOLE AT STA. 1110+96.5 LT. | | | 0066 4016.05 1.000 EACH| 1990.00000 1990.00| 1990.12000 1990.12| MANHOLE AT STA. 1113+65.8 RT. | | | 0067 4016.06 1.000 EACH| 2195.00000 2195.00| 2194.52000 2194.52| MANHOLE AT STA. 1200+45 LT. | | | 0068 4016.07 1.000 EACH| 2567.00000 2567.00| 2566.51000 2566.51| MANHOLE AT STA. 1201+49.5 | | | 0069 4016.08 1.000 EACH| 2433.00000 2433.00| 2433.41000 2433.41| MANHOLE AT STA. 1204+40 | | | 0070 4016.09 1.000 EACH| 2240.00000 2240.00| 2240.52000 2240.52| MANHOLE AT STA. 1207+35 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F07 -16 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2660 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 0751 |( ) |CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 4016.10 1.000 EACH| 2011.00000 2011.00| 2010.52000 2010.52| MANHOLE AT STA. 1220+48.2 RT. | | | 0072 4017.00 3.000 EACH| 268.00000 804.00| 267.45000 802.35| TAPPING EXISTING MANHOLE | | | 0073 4018.00 2.000 EACH| 342.00000 684.00| 341.26000 682.52| TAPPING EXISTING STRUCTURE | | | 0074 4018.50 1.000 EACH| 283.00000 283.00| 283.02000 283.02| TAPPING EXISTING PIPE | | | 0075 4035.00 15.000 EACH| 183.00000 2745.00| 182.87000 2743.05| REMOVE FLARED-END SECTION | | | 0076 4043.50 776.000 LF | 9.69000 7519.44| 9.69000 7519.44| REMOVE SEWER PIPE | | | 0077 4093.80 645.000 SF | 15.20000 9804.00| 15.20000 9804.00| WALL MATERIALS | | | 0078 4095.15 355.700 LF | 5.94000 2112.86| 5.94000 2112.86| COMPACTED EARTH LEVELING PAD | | | 0079 4102.11 120.260 CY | 372.00000 44736.72| 371.57000 44685.01| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | RETAINING WALL | | | 0080 4105.59 162.090 CY | 419.00000 67915.71| 418.42000 67821.70| CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0081 4107.07 3.720 CY | 865.00000 3217.80| 864.65000 3216.50| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0082 4152.00 4839.000 LB | 0.78000 3774.42| 0.78000 3774.42| REINFORCING STEEL FOR RETAINING WALL | | | 0083 4155.50 9293.000 LB | 0.85000 7899.05| 0.85000 7899.05| REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0084 4157.00 321.000 LB | 1.17000 375.57| 1.17000 375.57| REINFORCING STEEL FOR COLLARS | | | 0085 4460.15 1.000 EACH| 347.00000 347.00| 346.47000 346.47| 15" CONCRETE FLARED-END SECTION | | | 0086 4460.18 2.000 EACH| 437.00000 874.00| 437.43000 874.86| 18" CONCRETE FLARED-END SECTION | | | 0087 4460.24 3.000 EACH| 485.00000 1455.00| 485.21000 1455.63| 24" CONCRETE FLARED-END SECTION | | | 0088 4460.30 1.000 EACH| 578.00000 578.00| 577.95000 577.95| 30" CONCRETE FLARED END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F07 -17 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2660 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 0751 |( ) |CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0089 4600.12 4.000 LF | 25.35000 101.40| 25.35000 101.40| 12" REINFORCED CONCRETE SEWER PIPE | | | 0090 4600.15 2001.000 LF | 20.44000 40900.44| 20.44000 40900.44| 15" REINFORCED CONCRETE SEWER PIPE | | | 0091 4600.18 1398.000 LF | 23.77000 33230.46| 23.77000 33230.46| 18" REINFORCED CONCRETE SEWER PIPE | | | 0092 4600.24 981.000 LF | 33.27000 32637.87| 33.27000 32637.87| 24" REINFORCED CONCRETE SEWER PIPE | | | 0093 4600.30 240.000 LF | 47.14000 11313.60| 47.14000 11313.60| 30" REINFORCED CONCRETE SEWER PIPE | | | 0094 4600.36 82.000 LF | 64.97000 5327.54| 64.97000 5327.54| 36" REINFORCED CONCRETE SEWER PIPE | | | 0095 4731.08 585.000 LF | 22.18000 12975.30| 22.18000 12975.30| 8" SANITARY SEWER PIPE | | | 0096 4900.24 45.000 EACH| 679.58000 30581.10| 679.58000 30581.10| AREA INLET SEDIMENT FILTER | | | 0097 6140.00 246.000 SY | 10.72000 2637.12| 10.72000 2637.12| DAMPPROOFING | | | 0098 8024.50 31.000 CY | 24.53000 760.43| 24.53000 760.43| SELECT GRANULAR BACKFILL FOR RETAINED | | | EARTH STRUCTURE | | | SECTION TOTALS | $ 382,656.44| $ 402,434.38| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 8B ELECTRICAL | | | 0099 0003.76 1.000 EACH| 66713.00000 66713.00| 68713.00000 68713.00| TEMPORARY TRAFFIC SIGNAL AT 108th | | | STREET & WEST MAPLE ROAD | | | 0100 0030.81 LUMP| 560.00000 560.00| 10560.00000 10560.00| MOBILIZATION | | | 0101 7315.90 14.000 LS | 2300.00000 2300.00| 2299.00000 2299.00| INSTALL OVERHEAD SIGNS | | | 0102 7320.20 12.000 LS | 1566.00000 1566.00| 1566.00000 1566.00| INSTALL TRAFFIC SIGN AND POST | | | 0103 7320.50 12.000 EACH| 391.00000 4692.00| 391.00000 4692.00| STREET NAME SIGN | | | 0104 7320.95 4.000 EACH| 2043.00000 8172.00| 2043.00000 8172.00| FIBER OPTIC SIGN | | | 0105 A001.02 10.000 EACH| 429.00000 4290.00| 429.00000 4290.00| PULL BOX, TYPE PB-1A | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F07 -18 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2660 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 0751 |( ) |CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0106 A001.16 23.000 EACH| 380.00000 8740.00| 380.00000 8740.00| PULL BOX, TYPE PB-6 | | | 0107 A002.30 LUMP| 3038.00000 3038.00| 3038.00000 3038.00| VEHICLE PRIORITY CONTROL SYSTEM AT | | | 108th STREET & CORBY STREET | | | 0108 A002.31 LUMP| 3038.00000 3038.00| 3038.00000 3038.00| VEHICLE PRIORITY CONTROL SYSTEM AT | | | 108th STREET & COTTONWOOD LANE | | | 0109 A002.32 LUMP| 1203.00000 1203.00| 1203.00000 1203.00| VEHICLE PRIORITY CONTROL SYSTEM AT | | | 108th STREET & WEST MAPLE ROAD | | | 0110 A004.00 29.000 EACH| 653.00000 18937.00| 653.00000 18937.00| TRAFFIC SIGNAL, TYPE TS-1 | | | 0111 A004.04 1.000 EACH| 1088.00000 1088.00| 1088.00000 1088.00| TRAFFIC SIGNAL, TYPE TS-1LL | | | 0112 A004.10 8.000 EACH| 589.00000 4712.00| 589.00000 4712.00| TRAFFIC SIGNAL, TYPE TS-1A | | | 0113 A004.20 8.000 EACH| 653.00000 5224.00| 653.00000 5224.00| TRAFFIC SIGNAL, TYPE TS-1L | | | 0114 A004.28 4.000 EACH| 976.00000 3904.00| 976.00000 3904.00| TRAFFIC SIGNAL, TYPE TS-1RR | | | 0115 A005.25 3.000 EACH| 7496.00000 22488.00| 7496.00000 22488.00| TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | | | 0116 A006.15 24.000 EACH| 471.00000 11304.00| 471.00000 11304.00| PEDESTRIAN SIGNAL, TYPE PS-1 | | | 0117 A006.70 16.000 EACH| 146.00000 2336.00| 146.00000 2336.00| PEDESTRIAN PUSHBUTTON, TYPE PPB | | | 0118 A007.15 40.000 EACH| 280.00000 11200.00| 280.00000 11200.00| VEHICLE DETECTOR, TYPE TD-5 | | | 0119 A007.16 1.000 EACH| 336.00000 336.00| 336.00000 336.00| VEHICLE DETECTOR, TYPE TD-5A | | | 0120 A009.18 2.000 EACH| 3032.00000 6064.00| 3032.00000 6064.00| STREET LIGHTING UNIT, TYPE | | | SL-BT-40-12-12-0.20 | | | 0121 A011.40 2.000 EACH| 5469.00000 10938.00| 5469.00000 10938.00| COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-35-12 | | | 0122 A012.05 2.000 EACH| 7743.00000 15486.00| 7743.00000 15486.00| COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-45-12 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F07 -19 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2660 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 0751 |( ) |CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0123 A012.60 3.000 EACH| 7828.00000 23484.00| 7828.00000 23484.00| COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE TYPE CMP-50-12 | | | 0124 A016.60 1.000 EACH| 4988.00000 4988.00| 4988.00000 4988.00| MAST ARM SIGNAL POLE, TYPE MP-40 | | | 0125 A025.08 1.000 EACH| 56727.00000 56727.00| 56727.00000 56727.00| SIGNAL STRUCTURE | | | 0126 A030.04 3.000 EACH| 3133.00000 9399.00| 3133.00000 9399.00| SERVICE DISCONNECT PEDESTAL | | | 0127 A030.90 1.000 EACH| 594.00000 594.00| 594.00000 594.00| TELEPHONE DROP | | | 0128 A070.14 2476.000 LF | 3.26000 8071.76| 3.26000 8071.76| 2-INCH CONDUIT IN TRENCH | | | 0129 A070.18 6450.000 LF | 4.43000 28573.50| 4.43000 28573.50| 3-INCH CONDUIT IN TRENCH | | | 0130 A077.26 1196.000 LF | 2.31000 2762.76| 2.31000 2762.76| 16/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0131 A078.12 1567.000 LF | 0.64000 1002.88| 0.64000 1002.88| 2/C #16 AWG PEDESTRIAN PUSHBUTTON | | | LEAD-IN CABLE | | | 0132 A079.01 1509.000 LF | 0.81000 1222.29| 0.81000 1222.29| 2/C #14 AWG DETECTOR LEAD-IN CABLE | | | 0133 A079.50 1340.000 LF | 0.64000 857.60| 0.64000 857.60| GROUNDING CONDUCTOR | | | 0134 A079.55 1275.000 LF | 0.93000 1185.75| 0.93000 1185.75| SERVICE CABLE | | | 0135 A079.67 850.000 LF | 0.75000 637.50| 0.75000 637.50| SERVICE ENTRANCE CABLE | | | 0136 A080.28 1319.000 LF | 2.27000 2994.13| 2.27000 2994.13| STREET LIGHTING CABLE, NO. 6 3/C | | | 0137 A081.00 6543.000 LF | 1.24000 8113.32| 1.24000 8113.32| 6 PAIR COMMUNICATION CABLE | | | 0138 A510.00 11.000 EACH| 113.00000 1243.00| 113.00000 1243.00| INSTALL LUMINAIRE | | | 0139 A610.00 1.000 EACH| 2050.00000 2050.00| 2050.00000 2050.00| REMOVE TRAFFIC SIGNAL AT 108th STREET & | | | WEST MAPLE ROAD | | | 0140 A610.01 1.000 EACH| 1640.00000 1640.00| 1640.00000 1640.00| REMOVE TRAFFIC SIGNAL AT 108th STREET & | | | COTTONWOOD LANE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F07 -20 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 2660 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 0751 |( ) |CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0141 A779.56 LUMP| 2550.00000 2550.00| 2550.00000 2550.00| VIDEO VEHICLE DETECTION SYSTEM AT 108th | | | STREET & WEST MAPLE ROAD | | | SECTION TOTALS | $ 376,425.49| $ 388,424.49| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 10 GENERAL ITEMS | | | 0142 0001.08 50618.000 BDAY| 0.50000 25309.00| 0.50000 25309.00| BARRICADE, TYPE II | | | 0143 0001.10 14321.000 BDAY| 1.30000 18617.30| 1.30000 18617.30| BARRICADE, TYPE III | | | 0144 0001.75 180.000 EACH| 4.75000 855.00| 4.75000 855.00| TEMPORARY SIGN DAY | | | 0145 0001.90 4675.000 EACH| 0.24000 1122.00| 0.24000 1122.00| SIGN DAY | | | 0146 0001.99 4537.000 EACH| 0.85000 3856.45| 0.85000 3856.45| CONTRACTOR FURNISHED SIGN DAY | | | 0147 0002.44 44650.000 LF | 0.08000 3572.00| 0.08000 3572.00| TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0148 0002.97 361.000 DAY | 31.00000 11191.00| 21.00000 7581.00| FLASHING ARROW PANEL | | | 0149 0003.10 100.000 DAY | 250.00000 25000.00| 325.00000 32500.00| FLAGGING | | | 0150 0030.00 LUMP| 1000.00000 1000.00| 10000.00000 10000.00| MOBILIZATION | | | 0151 A801.00 300.000 HOUR| 100.00000 30000.00| 70.00000 21000.00| CONSTRUCTION LIGHTING | | | SECTION TOTALS | $ 120,522.75| $ 124,412.75| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,968,390.32| $ 4,011,864.96| $ ====================================================================================================================================

 

Contracts Office
P.O. Box 94759 Lincoln, Nebraska 68509-4759
1500 Highway 2 Lincoln, Nebraska 68502
Tel (402) 479-4525
Fax (402) 479-3803

Please contact the Contracts Section with your questions/comments.

Contact Construction Divison regarding web content/problems/suggestions.