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02/02/2004
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January 29, 2004 Contract Letting |
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NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : 2 VENDOR RANKING CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 DISTRICT : 4 CONTRACT DESCRIPTION : PROJECT(S) : EACNH-81-2(124) ON US-81, NORTH & SOUTH OF YORK. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 18,182,230.53 100.0000% 2 0083 WERNER CONSTRUCTION, INC. $ 19,165,796.58 105.4095% 3 3572 UPPER PLAINS CONTRACTING, INC. $ 20,992,786.17 115.4577% 4 0751 IRVING F. JENSEN CO., INC. $ 21,067,354.81 115.8678% 5 3652 CEDAR VALLEY CORP. AND SUBSIDIARIES $ 22,162,700.20 121.8921% 6 2951 AMES CONSTRUCTION, INC. $ 23,333,228.08 128.3298% NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -3 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 150000.00000 150000.00| 85000.00000 85000.00| 102750.00000 102750.00 MOBILIZATION | | | 0002 1000.00 10.000 EACH| 1000.00000 10000.00| 1000.00000 10000.00| 1027.50000 10275.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 20550.00000 20550.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.00 977187.000 CY | 1.08000 1055361.96| 1.08000 1055361.96| 1.11000 1084677.57 EXCAVATION | | | 0005 1010.10 353353.000 CY | 1.38000 487627.14| 1.38000 487627.14| 1.42000 501761.26 EXCAVATION, BORROW | | | 0006 1011.00 5322.000 MGAL| 8.00000 42576.00| 8.00000 42576.00| 8.00000 42576.00 WATER | | | 0007 1012.00 323.000 EACH| 56.50000 18249.50| 56.50000 18249.50| 58.05000 18750.15 RIGHT-OF-WAY MARKERS | | | 0008 1016.00 71.000 EACH| 245.00000 17395.00| 230.00000 16330.00| 236.33000 16779.43 RE-ESTABLISH PROPERTY CORNER | | | 0009 1030.02 36869.000 CY | 0.93000 34288.17| 0.93000 34288.17| 0.96000 35394.24 EMBANKMENT FOR SURCHARGE (ESTABLISHED | | | QUANTITY) | | | 0010 1090.00 7.000 EACH| 825.00000 5775.00| 825.00000 5775.00| 847.69000 5933.83 ABANDON WELLS | | | 0011 1101.00 51908.000 SY | 1.30000 67480.40| 1.65000 85648.20| 1.70000 88243.60 REMOVE PAVEMENT | | | 0012 1101.25 4222.700 LF | 2.50000 10556.75| 2.50000 10556.75| 2.50000 10556.75 SAWING PAVEMENT | | | 0013 1102.00 37645.000 SY | 2.11000 79430.95| 3.01000 113311.45| 2.72000 102394.40 REMOVE ASPHALT SURFACE | | | 0014 1106.00 2480.000 SY | 1.37000 3397.60| 2.50000 6200.00| 2.57000 6373.60 REMOVE DRIVEWAY | | | 0015 1107.00 970.000 SY | 1.09000 1057.30| 4.00000 3880.00| 4.11000 3986.70 REMOVE WALK | | | 0016 1108.00 864.000 LF | 0.83000 717.12| 4.00000 3456.00| 4.11000 3551.04 REMOVE COMBINATION CURB AND GUTTER | | | 0017 1122.01 750.000 SY | 1.09000 817.50| 4.00000 3000.00| 4.11000 3082.50 REMOVE CONCRETE MEDIAN SURFACING | | | 0018 1124.00 1.000 EACH| 3000.00000 3000.00| 3000.00000 3000.00| 3082.50000 3082.50 REMOVE BUILDING AT STA. 153+18.19 LT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -4 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 1124.01 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2055.00000 2055.00 REMOVE BUILDING AT STA. 153+61.81 LT. | | | 0020 1124.02 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1027.50000 1027.50 REMOVE BUILDING AT STA. 153+96.72 LT. | | | 0021 1124.03 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2055.00000 2055.00 REMOVE BUILDING AT STA. 154+56.81 RT. | | | 0022 1124.04 1.000 EACH| 3000.00000 3000.00| 3000.00000 3000.00| 3082.50000 3082.50 REMOVE BUILDING AT STA. 154+56.63 RT. | | | 0023 1124.05 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1027.50000 1027.50 REMOVE BUILDING AT STA. 221+73.30 RT. | | | 0024 1124.06 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 513.75000 513.75 REMOVE BUILDING AT STA. 431+02.26 LT. | | | 0025 1124.07 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 513.75000 513.75 REMOVE BUILDING AT STA. 431+39.09 LT. | | | 0026 1124.08 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 513.75000 513.75 REMOVE BUILDING AT STA. 432+15.63 LT. | | | 0027 1124.09 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1027.50000 1027.50 REMOVE BUILDING AT STA. 434+51.89 LT. | | | 0028 1125.00 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1027.50000 1027.50 CLEAR TRACT STA. 151+00 TO 155+50 LT. & | | | RT. | | | 0029 1701.12 70.000 LF | 6.00000 420.00| 6.00000 420.00| 6.17000 431.90 12" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0030 1701.18 153.000 LF | 10.00000 1530.00| 10.00000 1530.00| 10.28000 1572.84 18" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0031 1701.24 891.000 LF | 12.00000 10692.00| 12.00000 10692.00| 12.33000 10986.03 24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0032 1701.30 114.000 LF | 16.00000 1824.00| 16.00000 1824.00| 16.44000 1874.16 30" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0033 1701.36 218.000 LF | 20.00000 4360.00| 20.00000 4360.00| 20.55000 4479.90 36" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0034 1703.42 88.000 LF | 28.00000 2464.00| 28.00000 2464.00| 28.77000 2531.76 42" DRIVEWAY CULVERT PIPE, TYPE 2,3,4 | | | OR 5 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -5 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 1703.48 106.000 LF | 32.00000 3392.00| 32.00000 3392.00| 32.88000 3485.28 48" DRIVEWAY CULVERT PIPE, TYPE 2,3,4 | | | OR 5 | | | 0036 3017.50 42656.000 SF | 5.61000 239300.16| 5.61000 239300.16| 5.76000 245698.56 INTERLOCKING CONCRETE PAVER BLOCK | | | 0037 4035.00 3.000 EACH| 50.00000 150.00| 50.00000 150.00| 51.38000 154.14 REMOVE FLARED-END SECTION | | | 0038 4210.42 4.000 EACH| 475.00000 1900.00| 475.00000 1900.00| 488.06000 1952.24 BAR GRATE FOR 42" FLARED-END SECTION | | | 0039 4310.42 4.000 EACH| 650.00000 2600.00| 650.00000 2600.00| 667.88000 2671.52 42" FLARED-END SECTION | | | 0040 7017.00 201.000 LF | 2.00000 402.00| 2.00000 402.00| 2.06000 414.06 REMOVE GUARDRAIL | | | 0041 7103.00 2.000 EACH| 25.00000 50.00| 25.00000 50.00| 25.69000 51.38 END POSTS | | | 0042 7105.00 6.000 EACH| 25.00000 150.00| 25.00000 150.00| 25.69000 154.14 CORNER POSTS | | | 0043 7110.00 1098.000 LF | 2.00000 2196.00| 2.00000 2196.00| 2.06000 2261.88 TEMPORARY FENCE | | | 0044 9110.01 110.000 HOUR| 65.49000 7203.90| 65.00000 7150.00| 121.27000 13339.70 RENTAL OF LOADER, FULLY OPERATED | | | 0045 9110.03 110.000 HOUR| 56.10000 6171.00| 50.00000 5500.00| 73.42000 8076.20 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0046 9110.06 110.000 HOUR| 84.02000 9242.20| 75.00000 8250.00| 116.45000 12809.50 RENTAL OF BACKHOE, FULLY OPERATED | | | 0047 9110.07 110.000 HOUR| 42.02000 4622.20| 45.00000 4950.00| 56.04000 6164.40 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0048 9110.09 10.000 HOUR| 275.00000 2750.00| 275.00000 2750.00| 282.56000 2825.60 RENTAL OF TRACTOR AND SCRAPER, FULLY | | | OPERATED | | | 0049 L006.00 199.000 ACRE| 100.00000 19900.00| 100.00000 19900.00| 102.75000 20447.25 COVER CROP SEEDING | | | 0050 L020.01 4556.000 SY | 3.96000 18041.76| 4.00000 18224.00| 4.07000 18542.92 EROSION CONTROL, TYPE A | | | 0051 L020.03 27382.000 SY | 1.47000 40251.54| 1.60000 43811.20| 1.51000 41346.82 EROSION CONTROL, TYPE C | | | 0052 L020.08 6873.000 SY | 3.96000 27217.08| 4.00000 27492.00| 4.07000 27973.11 EROSION CONTROL, TYPE AA | | | 0053 L020.09 9483.000 SY | 9.25000 87717.75| 9.90000 93881.70| 9.50000 90088.50 EROSION CONTROL, TYPE AAA | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -6 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 L020.10 3181.000 SY | 1.40000 4453.40| 1.40000 4453.40| 1.44000 4580.64 EROSION CONTROL, TYPE HV | | | 0055 L021.01 240.000 BALE| 13.00000 3120.00| 18.00000 4320.00| 13.36000 3206.40 EROSION CHECKS, TYPE A | | | 0056 L021.03 1007.000 BALE| 12.00000 12084.00| 13.00000 13091.00| 12.33000 12416.31 EROSION CHECKS, TYPE C | | | 0057 L021.06 855.000 BALE| 12.00000 10260.00| 15.00000 12825.00| 12.33000 10542.15 EROSION CHECKS, TYPE HV | | | 0058 L021.14 8.000 BALE| 16.00000 128.00| 20.00000 160.00| 16.44000 131.52 EROSION CHECKS, TYPE ST-C | | | 0059 L021.15 372.000 BALE| 16.00000 5952.00| 20.00000 7440.00| 16.44000 6115.68 EROSION CHECKS, TYPE ST-HV | | | 0060 L021.21 392.000 BALE| 13.00000 5096.00| 18.00000 7056.00| 13.36000 5237.12 EROSION CHECKS, TYPE AA | | | 0061 L021.22 210.000 BALE| 30.00000 6300.00| 35.00000 7350.00| 30.83000 6474.30 EROSION CHECKS, TYPE AAA | | | 0062 L022.11 10985.000 LF | 2.00000 21970.00| 1.80000 19773.00| 2.06000 22629.10 FABRIC SILT FENCE-LOW POROSITY | | | 0063 L022.12 144.000 LF | 2.20000 316.80| 3.00000 432.00| 2.26000 325.44 FABRIC SILT FENCE-HIGH POROSITY | | | SECTION TOTALS | $ 2,584,458.18| $ 2,596,999.63| $ 2,665,554.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0064 0030.30 LUMP| 150000.00000 150000.00| 216700.00000 216700.00| 432964.34000 432964.34 MOBILIZATION | | | 0065 1020.01 170.000 EACH| 11.00000 1870.00| 11.00000 1870.00| 11.30000 1921.00 DELINEATOR, TYPE I | | | 0066 1020.03 108.000 EACH| 11.00000 1188.00| 11.00000 1188.00| 11.30000 1220.40 DELINEATOR, TYPE III | | | 0067 1020.20 49.000 EACH| 16.50000 808.50| 16.50000 808.50| 16.95000 830.55 INSTALL CHEVRONS | | | 0068 2001.00 1813.000 CY | 12.79000 23188.27| 10.50000 19036.50| 26.09000 47301.17 GRAVEL SURFACE COURSE | | | 0069 2009.10 80.818 STA | 19.17000 1549.28| 100.00000 8081.80| 288.23000 23294.17 GRAVEL EMBEDMENT | | | 0070 2021.00 7.000 EACH| 45.00000 315.00| 50.00000 350.00| 46.24000 323.68 MAILBOX POST | | | 0071 3012.04 3632.000 LF | 13.62000 49467.84| 22.00000 79904.00| 13.27000 48196.64 CONCRETE CLASS 47B-3500 MEDIAN CURB | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -7 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 3016.21 715.000 SY | 24.27000 17353.05| 25.00000 17875.00| 23.70000 16945.50 CONCRETE CLASS 47B-3000 SIDEWALKS | | | 0073 3016.62 435.000 SY | 28.83000 12541.05| 32.00000 13920.00| 26.41000 11488.35 6" CONCRETE CLASS 47B-3000 BIKEWAY | | | 0074 3017.44 42334.000 SY | 25.91000 1096873.94| 38.00000 1608692.00| 41.69000 1764904.46 CONCRETE CLASS 47B-3000 IMPRINTED | | | MEDIAN SURFACING | | | 0075 3020.24 2324.000 SY | 28.01000 65095.24| 24.65000 57286.60| 23.34000 54242.16 CONCRETE CLASS 47B-3500 DRIVEWAY | | | 0076 3075.42 34486.000 SY | 19.24000 663510.64| 24.91000 859046.26| 26.75000 922500.50 9" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0077 3075.46 6345.000 SY | 22.19000 140795.55| 26.83000 170236.35| 34.21000 217062.45 9" DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-3500 | | | 0078 3075.52 7893.000 SY | 21.46000 169383.78| 26.83000 211769.19| 31.72000 250365.96 10" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0079 3075.56 177997.000 SY | 21.36000 3802015.92| 21.37000 3803795.89| 23.17000 4124190.49 10" DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-3500 | | | 0080 3300.50 10.886 LS | 9310.11000 9310.11| 5500.00000 5500.00| 7039.79000 7039.79 PORTLAND CEMENT CONCRETE SMOOTHNESS | | | TESTING | | | 0081 4014.70 1.000 EACH| 278.18000 278.18| 750.00000 750.00| 205.50000 205.50 ADJUSTING INLET TO GRADE | | | 0082 4015.00 2.000 EACH| 143.40000 286.80| 450.00000 900.00| 205.50000 411.00 ADJUST MANHOLE TO GRADE | | | 0083 8022.00 3730.000 TON | 98.00000 365540.00| 90.00000 335700.00| 107.63000 401459.90 HYDRATED LIME | | | 0084 8029.25 268204.000 SY | 2.53000 678556.12| 3.20000 858252.80| 2.91000 780473.64 FOUNDATION COURSE 4" | | | 0085 8060.05 428.000 EACH| 56.47000 24169.16| 60.00000 25680.00| 79.53000 34038.84 GRANULAR SUBDRAIN | | | 0086 8101.50 208799.000 SY | 1.25000 260998.75| 0.84000 175391.16| 2.30000 480237.70 STABILIZED SUBGRADE | | | 0087 8111.00 86.298 STA | 175.19000 15118.55| 125.00000 10787.25| 123.88000 10690.60 SHOULDER SUBGRADE PREPARATION | | | 0088 9005.45 17890.000 TON | 25.06000 448323.40| 24.95000 446355.50| 32.06000 573553.40 ASPHALTIC CONCRETE, TYPE SP4(0.5) | | | 0089 9009.00 707.000 SY | 2.50000 1767.50| 4.50000 3181.50| 5.03000 3556.21 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -8 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 9009.75 9472.000 SY | 26.77000 253565.44| 25.74000 243809.28| 33.98000 321858.56 TEMPORARY SURFACING 10" | | | 0091 9009.86 34396.000 SY | 10.09000 347055.64| 10.36000 356342.56| 11.32000 389362.72 SURFACING 6" | | | 0092 9009.87 17843.000 SY | 18.55000 330987.65| 16.33000 291376.19| 21.70000 387193.10 SURFACING 8" | | | 0093 9021.08 966.060 TON | 271.58000 262362.57| 219.00000 211567.14| 226.05000 218377.86 PERFORMANCE GRADED BINDER (64-28) | | | 0094 9053.00 3625.000 GAL | 0.96000 3480.00| 1.20000 4350.00| 0.87000 3153.75 TACK COAT | | | 0095 9111.00 1460.000 MGAL| 8.00000 11680.00| 15.00000 21900.00| 6.92000 10103.20 WATER | | | 0096 9170.00 1010.970 STA | 48.89000 49426.32| 90.00000 90987.30| 67.93000 68675.19 EARTH SHOULDER CONSTRUCTION | | | 0097 9173.20 109792.000 SY | 0.91000 99910.72| 0.87000 95519.04| 0.89000 97714.88 SUBGRADE PREPARATION | | | 0098 9185.77 586.000 STA | 19.75000 11573.50| 23.00000 13478.00| 20.29000 11889.94 RUMBLE STRIPS, CONCRETE | | | 0099 9188.50 322.000 SY | 17.20000 5538.40| 20.00000 6440.00| 30.93000 9959.46 SURFACING UNDER GUARDRAIL | | | 0100 L010.00 7764.000 SY | 4.25000 32997.00| 4.25000 32997.00| 4.37000 33928.68 SODDING | | | 0101 W600.03 1.000 EACH| 103.85000 103.85| 350.00000 350.00| 205.50000 205.50 ADJUST VALVE BOX TO GRADE | | | SECTION TOTALS | $ 9,408,985.72| $ 10,302,174.81| $ 11,761,841.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0102 0030.40 LUMP| 21000.00000 21000.00| 6500.00000 6500.00| 6165.00000 6165.00 MOBILIZATION | | | 0103 1117.00 1.000 EACH| 320.00000 320.00| 300.00000 300.00| 513.75000 513.75 REMOVE MANHOLE | | | 0104 1119.00 15.000 EACH| 250.00000 3750.00| 85.00000 1275.00| 205.50000 3082.50 REMOVE INLET | | | 0105 4002.00 2880.000 LB | 1.36000 3916.80| 1.35000 3888.00| 1.70000 4896.00 CAST IRON COVER AND FRAME | | | 0106 4003.00 3840.000 LB | 1.36000 5222.40| 1.40000 5376.00| 1.39000 5337.60 CAST IRON COVER, FRAME, AND FLANGE | | | 0107 4004.50 64722.000 LB | 1.10000 71194.20| 1.20000 77666.40| 1.34000 86727.48 CAST IRON GRATE AND FRAME | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -9 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0108 4005.00 345.000 LB | 1.11000 382.95| 1.15000 396.75| 1.39000 479.55 CAST IRON RING AND COVER | | | 0109 4016.00 1.000 EACH| 5315.00000 5315.00| 3000.00000 3000.00| 4623.75000 4623.75 MANHOLE AT STA. 1181+37.39 RT. | | | 0110 4016.01 1.000 EACH| 1996.00000 1996.00| 1450.00000 1450.00| 1849.50000 1849.50 MANHOLE AT STA. 1204+96.27 - 4.0' LT. | | | 0111 4016.02 1.000 EACH| 2126.00000 2126.00| 2000.00000 2000.00| 2203.99000 2203.99 MANHOLE AT STA. 1204+99.50 - 33.0' LT. | | | 0112 4016.03 1.000 EACH| 2304.00000 2304.00| 2000.00000 2000.00| 2203.99000 2203.99 MANHOLE AT STA. 1206+76.50 - 33.0' LT. | | | 0113 4016.04 1.000 EACH| 2375.00000 2375.00| 2000.00000 2000.00| 2203.99000 2203.99 MANHOLE AT STA. 1208+94.34 - 34.3' LT. | | | 0114 4016.05 1.000 EACH| 2921.00000 2921.00| 2100.00000 2100.00| 2517.38000 2517.38 MANHOLE AT STA. 1211+87.35 - 41.6' LT. | | | 0115 4016.06 1.000 EACH| 3203.00000 3203.00| 3000.00000 3000.00| 3955.88000 3955.88 MANHOLE AT STA. 1213+50.00 - 40.0' LT. | | | 0116 4016.07 1.000 EACH| 2457.00000 2457.00| 2150.00000 2150.00| 2414.63000 2414.63 MANHOLE AT STA. 1217+83.35 - 0.80' LT. | | | 0117 4018.00 1.000 EACH| 277.00000 277.00| 350.00000 350.00| 513.75000 513.75 TAPPING EXISTING STRUCTURE | | | 0118 4035.00 19.000 EACH| 178.00000 3382.00| 85.00000 1615.00| 128.44000 2440.36 REMOVE FLARED-END SECTION | | | 0119 4040.00 4.000 EACH| 201.00000 804.00| 115.00000 460.00| 128.44000 513.76 REMOVE HEADWALLS FROM CULVERTS | | | 0120 4043.50 1374.000 LF | 14.36000 19730.64| 5.00000 6870.00| 7.19000 9879.06 REMOVE SEWER PIPE | | | 0121 4044.00 1.000 EACH| 2090.19000 2090.19| 1000.00000 1000.00| 822.00000 822.00 PREPARATION OF STRUCTURE AT STA. 148+18 | | | 33 - 304.4' RT. | | | 0122 4044.01 1.000 EACH| 4180.38000 4180.38| 1000.00000 1000.00| 822.00000 822.00 PREPARATION OF STRUCTURE AT STA. 148+74 | | | 72 - 107.6' RT. | | | 0123 4045.00 1.000 EACH| 615.84000 615.84| 1200.00000 1200.00| 1027.50000 1027.50 REMOVE STRUCTURE AT STA. 180+63.76 - | | | 167.65' LT. | | | 0124 4045.01 1.000 EACH| 1965.68000 1965.68| 1500.00000 1500.00| 1900.88000 1900.88 REMOVE STRUCTURE AT STA. 9607+64.11 - | | | 457.77' LT. | | | 0125 4050.01 9825.000 CY | 6.85000 67301.25| 6.15000 60423.75| 7.19000 70641.75 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -10 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0126 4051.01 607.000 CY | 12.07000 7326.49| 7.00000 4249.00| 14.39000 8734.73 EXCAVATION FOR BOX CULVERTS | | | 0127 4100.06 3.600 CY | 500.69000 1802.48| 435.00000 1566.00| 421.28000 1516.61 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0128 4101.06 979.860 CY | 209.31000 205094.50| 253.00000 247904.58| 262.01000 256733.12 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0129 4105.59 195.860 CY | 448.85000 87911.76| 403.00000 78931.58| 421.27000 82509.94 CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0130 4107.07 3.830 CY | 591.71000 2266.25| 435.00000 1666.05| 493.20000 1888.96 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0131 4150.00 442.000 LB | 0.88000 388.96| 0.85000 375.70| 1.03000 455.26 REINFORCING STEEL FOR HEADWALL | | | 0132 4151.00 95125.000 LB | 0.69000 65636.25| 0.55000 52318.75| 0.62000 58977.50 REINFORCING STEEL FOR BOX CULVERT | | | 0133 4155.50 13506.000 LB | 0.81000 10939.86| 0.88000 11885.28| 0.87000 11750.22 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0134 4157.00 286.000 LB | 1.07000 306.02| 1.00000 286.00| 1.54000 440.44 REINFORCING STEEL FOR COLLARS | | | 0135 4310.18 54.000 EACH| 198.00000 10692.00| 285.00000 15390.00| 308.25000 16645.50 18" FLARED-END SECTION | | | 0136 4310.24 22.000 EACH| 255.00000 5610.00| 312.00000 6864.00| 323.66000 7120.52 24" FLARED-END SECTION | | | 0137 4310.30 17.000 EACH| 304.00000 5168.00| 350.00000 5950.00| 413.06000 7022.02 30" FLARED-END SECTION | | | 0138 4310.36 6.000 EACH| 425.00000 2550.00| 566.00000 3396.00| 601.09000 3606.54 36" FLARED-END SECTION | | | 0139 4310.42 4.000 EACH| 795.00000 3180.00| 722.00000 2888.00| 744.94000 2979.76 42" FLARED-END SECTION | | | 0140 4310.48 5.000 EACH| 874.00000 4370.00| 835.00000 4175.00| 822.00000 4110.00 48" FLARED-END SECTION | | | 0141 4310.54 4.000 EACH| 1047.00000 4188.00| 975.00000 3900.00| 1027.50000 4110.00 54" FLARED-END SECTION | | | 0142 4310.60 6.000 EACH| 1560.00000 9360.00| 1156.00000 6936.00| 1171.35000 7028.10 60" FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -11 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0143 4310.72 2.000 EACH| 1846.00000 3692.00| 1568.00000 3136.00| 1638.87000 3277.74 72" FLARED-END SECTION | | | 0144 4900.24 9.000 EACH| 373.20000 3358.80| 355.00000 3195.00| 359.63000 3236.67 AREA INLET SEDIMENT FILTER | | | 0145 P150.18 811.000 LF | 28.28000 22935.08| 22.00000 17842.00| 24.66000 19999.26 18" CULVERT PIPE, TYPE 5 | | | 0146 P200.42 72.000 LF | 91.56000 6592.32| 71.00000 5112.00| 72.95000 5252.40 42" CULVERT PIPE, TYPE 2 OR 5 | | | 0147 P200.48 500.000 LF | 74.07000 37035.00| 90.00000 45000.00| 92.48000 46240.00 48" CULVERT PIPE, TYPE 2 OR 5 | | | 0148 P200.54 235.000 LF | 98.48000 23142.80| 110.00000 25850.00| 113.03000 26562.05 54" CULVERT PIPE, TYPE 2 OR 5 | | | 0149 P200.60 493.000 LF | 114.49000 56443.57| 128.00000 63104.00| 131.52000 64839.36 60" CULVERT PIPE, TYPE 2 OR 5 | | | 0150 P200.72 171.000 LF | 148.85000 25453.35| 150.00000 25650.00| 154.13000 26356.23 72" CULVERT PIPE, TYPE 2 OR 5 | | | 0151 P400.18 4761.000 LF | 17.24000 82079.64| 26.00000 123786.00| 26.72000 127213.92 18" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0152 P400.24 1799.000 LF | 31.24000 56200.76| 32.30000 58107.70| 33.19000 59708.81 24" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0153 P400.30 1010.000 LF | 40.66000 41066.60| 47.00000 47470.00| 48.29000 48772.90 30" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0154 P400.36 441.000 LF | 49.25000 21719.25| 53.50000 23593.50| 54.97000 24241.77 36" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0155 P700.15 49.000 LF | 32.04000 1569.96| 25.00000 1225.00| 25.69000 1258.81 15" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0156 P700.18 318.000 LF | 21.41000 6808.38| 26.00000 8268.00| 26.72000 8496.96 18" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0157 P700.24 66.000 LF | 32.65000 2154.90| 32.30000 2131.80| 33.19000 2190.54 24" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0158 P700.30 246.000 LF | 37.99000 9345.54| 47.00000 11562.00| 48.29000 11879.34 30" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0159 P700.36 202.000 LF | 50.23000 10146.46| 53.50000 10807.00| 54.97000 11103.94 36" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0160 P702.42 406.000 LF | 75.86000 30799.16| 71.00000 28826.00| 72.95000 29617.70 42" STORM SEWER PIPE, TYPE 1 | | | 0161 P775.36 17.000 LF | 82.96000 1410.32| 76.00000 1292.00| 78.09000 1327.53 36" ROUND EQUIVALENT STORM SEWER PIPE, | | | TYPE 1 | | | SECTION TOTALS | $ 1,097,574.79| $ 1,142,160.84| $ 1,214,941.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4A WATER MAIN & SANITARY SEWER | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -12 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0162 0030.40 LUMP| 4500.00000 4500.00| 4500.00000 4500.00| 4623.75000 4623.75 MOBILIZATION | | | 0163 4015.00 7.000 EACH| 350.00000 2450.00| 350.00000 2450.00| 359.63000 2517.41 ADJUST MANHOLE TO GRADE | | | 0164 4015.50 6.000 EACH| 942.00000 5652.00| 942.00000 5652.00| 967.91000 5807.46 RECONSTRUCT MANHOLE | | | 0165 4805.18 180.000 LF | 64.00000 11520.00| 64.00000 11520.00| 65.76000 11836.80 18" STEEL CASING | | | 0166 4805.20 230.000 LF | 67.00000 15410.00| 67.00000 15410.00| 68.84000 15833.20 20" STEEL CASING | | | 0167 W100.10 1.000 EACH| 165.00000 165.00| 165.00000 165.00| 169.54000 169.54 CURB STOP 1" | | | 0168 W175.01 1.000 EACH| 165.00000 165.00| 165.00000 165.00| 169.54000 169.54 1" CORPORATION STOP | | | 0169 W176.26 30.000 LF | 12.00000 360.00| 12.00000 360.00| 12.33000 369.90 1" WATER SERVICE | | | 0170 W204.00 205.000 LF | 48.00000 9840.00| 48.00000 9840.00| 49.32000 10110.60 RIVER CROSSING WATER MAIN 8" | | | 0171 W205.08 614.000 LF | 24.06000 14772.84| 24.06000 14772.84| 24.72000 15178.08 8" WATER MAIN PIPE | | | 0172 W205.10 948.000 LF | 23.50000 22278.00| 23.50000 22278.00| 24.15000 22894.20 10" WATER MAIN PIPE | | | 0173 W205.12 2035.000 LF | 26.50000 53927.50| 26.50000 53927.50| 27.23000 55413.05 12" WATER MAIN PIPE | | | 0174 W219.38 2.000 EACH| 658.00000 1316.00| 658.00000 1316.00| 676.10000 1352.20 8" GATE VALVE | | | 0175 W219.40 1.000 EACH| 890.00000 890.00| 890.00000 890.00| 914.48000 914.48 10" GATE VALVE | | | 0176 W219.42 3.000 EACH| 1086.00000 3258.00| 1086.00000 3258.00| 1115.87000 3347.61 12" GATE VALVE | | | 0177 W219.50 2.000 EACH| 700.00000 1400.00| 700.00000 1400.00| 719.25000 1438.50 FLANGED GATE VALVE 8" | | | 0178 W222.00 3.000 EACH| 1750.00000 5250.00| 1750.00000 5250.00| 1798.13000 5394.39 FIRE HYDRANT | | | 0179 W222.89 1.000 EACH| 900.00000 900.00| 900.00000 900.00| 924.75000 924.75 RECONSTRUCT FIRE HYDRANT | | | 0180 W356.14 1.000 EACH| 233.00000 233.00| 233.00000 233.00| 239.41000 239.41 8" X 6" TEE | | | 0181 W356.16 2.000 EACH| 250.00000 500.00| 250.00000 500.00| 256.88000 513.76 8" X 8" TEE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -13 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0182 W356.19 3.000 EACH| 280.00000 840.00| 280.00000 840.00| 287.70000 863.10 12" X 6" TEE | | | 0183 W356.45 1.000 EACH| 330.00000 330.00| 330.00000 330.00| 339.08000 339.08 10" X 10" TEE | | | 0184 W357.39 2.000 EACH| 155.00000 310.00| 155.00000 310.00| 159.27000 318.54 8" - 45 DEGREE BEND RIVER CROSSING | | | 0185 W357.40 7.000 EACH| 165.00000 1155.00| 165.00000 1155.00| 169.54000 1186.78 8" - 45 DEGREE BEND | | | 0186 W357.42 3.000 EACH| 321.00000 963.00| 321.00000 963.00| 329.83000 989.49 12" - 90 DEGREE BEND | | | 0187 W357.43 2.000 EACH| 214.00000 428.00| 214.00000 428.00| 219.89000 439.78 10" - 45 DEGREE BEND | | | 0188 W357.44 1.000 EACH| 265.00000 265.00| 265.00000 265.00| 272.29000 272.29 12" - 45 DEGREE BEND | | | 0189 W357.51 7.000 EACH| 266.00000 1862.00| 266.00000 1862.00| 273.32000 1913.24 12" - 11 1/4 DEGREE BEND | | | 0190 W357.53 2.000 EACH| 155.00000 310.00| 155.00000 310.00| 159.27000 318.54 8" - 22 1/2 DEGREE BEND RIVER CROSSING | | | 0191 W357.54 1.000 EACH| 264.00000 264.00| 264.00000 264.00| 271.26000 271.26 12" - 22 1/2 DEGREE BEND | | | 0192 W357.60 2.000 EACH| 210.00000 420.00| 210.00000 420.00| 215.78000 431.56 10" - 22 1/2 DEGREE BEND | | | 0193 W358.22 1.000 EACH| 185.00000 185.00| 185.00000 185.00| 190.09000 190.09 10" X 8" REDUCER | | | 0194 W600.03 7.000 EACH| 80.00000 560.00| 80.00000 560.00| 82.20000 575.40 ADJUST VALVE BOX TO GRADE | | | 0195 W600.12 8.000 EACH| 55.00000 440.00| 55.00000 440.00| 56.51000 452.08 ADJUST CURB STOP AND BOX TO GRADE | | | 0196 W600.21 2.000 EACH| 355.00000 710.00| 355.00000 710.00| 364.77000 729.54 ADJUST FIRE HYDRANT TO GRADE | | | 0197 W601.10 4.000 EACH| 85.00000 340.00| 85.00000 340.00| 87.34000 349.36 RECONSTRUCT VALVE BOX | | | 0198 W610.00 1.000 EACH| 3200.00000 3200.00| 3200.00000 3200.00| 3288.00000 3288.00 WATER VALVE MANHOLE AT STA. 162+72 | | | 0199 W610.01 1.000 EACH| 3200.00000 3200.00| 3200.00000 3200.00| 3288.00000 3288.00 WATER VALVE MANHOLE AT STA. 165+55 | | | 0200 W724.75 14.000 EACH| 350.00000 4900.00| 350.00000 4900.00| 359.63000 5034.82 CONNECT TO WATER MAIN | | | SECTION TOTALS | $ 175,469.34| $ 175,469.34| $ 180,299.58 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 5 SEEDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -14 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0201 0030.50 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 2568.75000 2568.75 MOBILIZATION | | | 0202 L001.01 162.000 ACRE| 433.00000 70146.00| 433.00000 70146.00| 444.91000 72075.42 SEEDING, TYPE A | | | 0203 L001.02 37.000 ACRE| 339.00000 12543.00| 339.00000 12543.00| 348.32000 12887.84 SEEDING, TYPE B | | | 0204 L001.03 5.000 ACRE| 850.00000 4250.00| 850.00000 4250.00| 873.38000 4366.90 SEEDING, TYPE C | | | 0205 L032.75 398.000 TON | 65.00000 25870.00| 65.00000 25870.00| 66.79000 26582.42 MULCH | | | SECTION TOTALS | $ 115,309.00| $ 115,309.00| $ 118,481.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6 BRIDGE AT STA. 1214+45.00 2-39'-0" & 1-50'-0" SPANS CONCRETE SLAB BRIDGE | | | 0206 0030.60 LUMP| 50500.00000 50500.00| 50500.00000 50500.00| 51888.75000 51888.75 MOBILIZATION | | | 0207 1010.01 6684.000 CY | 3.00000 20052.00| 3.00000 20052.00| 3.08000 20586.72 EXCAVATION (ESTABLISHED QUANTITY) | | | 0208 1043.50 956.000 SY | 3.00000 2868.00| 3.00000 2868.00| 3.08000 2944.48 RIPRAP FILTER FABRIC | | | 0209 3050.15 361.000 CY | 200.00000 72200.00| 200.00000 72200.00| 205.50000 74185.50 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0210 3051.10 35720.000 LB | 0.72000 25718.40| 0.72000 25718.40| 0.74000 26432.80 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0211 6000.10 74.000 LS | 6000.00000 6000.00| 6000.00000 6000.00| 6165.00000 6165.00 ABUTMENT NO.1 EXCAVATION | | | 0212 6000.11 83.000 LS | 6000.00000 6000.00| 6000.00000 6000.00| 6165.00000 6165.00 ABUTMENT NO.2 EXCAVATION | | | 0213 6001.50 26.000 LS | 10000.00000 10000.00| 10000.00000 10000.00| 10275.00000 10275.00 BENT NO.1 EXCAVATION | | | 0214 6001.51 75.000 LS | 10000.00000 10000.00| 10000.00000 10000.00| 10275.00000 10275.00 BENT NO.2 EXCAVATION | | | 0215 6005.35 171.000 LF | 33.00000 5643.00| 33.00000 5643.00| 33.91000 5798.61 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0216 6010.22 394.900 CY | 310.00000 122419.00| 310.00000 122419.00| 318.52000 125783.55 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0217 6010.26 709.600 CY | 270.00000 191592.00| 270.00000 191592.00| 277.43000 196864.33 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -15 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0218 6040.00 1.000 EACH| 40500.00000 40500.00| 40500.00000 40500.00| 41613.75000 41613.75 REMOVE STRUCTURE AT STA. 1214+39.23 | | | 0219 6080.00 1154.000 LB | 4.00000 4616.00| 4.00000 4616.00| 4.11000 4742.94 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0220 6105.01 17.000 TON | 35.00000 595.00| 35.00000 595.00| 35.96000 611.32 ROCK RIPRAP, TYPE A | | | 0221 6105.02 935.000 TON | 25.50000 23842.50| 25.50000 23842.50| 26.20000 24497.00 ROCK RIPRAP, TYPE B | | | 0222 6131.50 193735.000 LB | 0.64000 123990.40| 0.64000 123990.40| 0.66000 127865.10 EPOXY COATED REINFORCING STEEL | | | 0223 6210.50 5960.000 LF | 26.00000 154960.00| 26.00000 154960.00| 26.72000 159251.20 PIPE PILING | | | 0224 6310.00 4540.000 SF | 14.00000 63560.00| 14.00000 63560.00| 14.39000 65330.60 STEEL SHEET PILING | | | 0225 6404.00 334.000 LF | 60.00000 20040.00| 53.77000 17959.18| 56.51000 18874.34 PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0226 6510.55 52.000 LS | 11000.00000 11000.00| 11000.00000 11000.00| 11302.50000 11302.50 TEMPORARY BRIDGE SHORING | | | 0227 6510.60 71.000 LS | 10500.00000 10500.00| 10500.00000 10500.00| 10788.75000 10788.75 BRIDGE SHORING | | | 0228 6601.15 532.000 LF | 10.00000 5320.00| 10.00000 5320.00| 10.28000 5468.96 1 1/2" CONDUIT IN BRIDGE | | | 0229 8091.00 706.000 CY | 22.00000 15532.00| 22.00000 15532.00| 22.61000 15962.66 GRANULAR BACKFILL | | | SECTION TOTALS | $ 997,448.30| $ 995,367.48| $ 1,023,673.86 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 6A BRIDGE AT STA 218+00 224'-0" 3-SPAN ROLLED BEAM STEEL GIRDER BRIDGE | | | 0230 0030.60 LUMP| | | MOBILIZATION | | | 0231 1043.50 885.000 SY | | | RIPRAP FILTER FABRIC | | | 0232 3050.15 393.500 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0233 3051.10 40130.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0234 6000.10 255.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -16 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0235 6000.11 290.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0236 6000.60 545.000 LS | | | PIER NO.1 EXCAVATION | | | 0237 6000.61 565.000 LS | | | PIER NO.2 EXCAVATION | | | 0238 6005.35 179.400 LF | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0239 6005.78 18.000 EACH| | | EXPANSION BEARING, TFE TYPE | | | 0240 6005.83 18.000 EACH| | | FIXED BEARING | | | 0241 6010.22 761.700 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0242 6010.26 682.500 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0243 6071.12 525595.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 218+00.00 | | | 0244 6080.00 9795.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0245 6105.02 955.000 TON | | | ROCK RIPRAP, TYPE B | | | 0246 6131.50 222240.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0247 6139.50 144.000 SY | | | SUBSURFACE DRAINAGE MATTING | | | 0248 6210.50 9230.000 LF | | | PIPE PILING | | | 0249 6310.00 5280.000 SF | | | STEEL SHEET PILING | | | 0250 8091.00 940.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 6B BRIDGE AT STA 218+00 224'-0" 3-SPAN PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0251 0030.60 LUMP| 67210.72000 67210.72| 67210.72000 67210.72| 69059.01000 69059.01 MOBILIZATION | | | 0252 1043.50 885.000 SY | 3.00000 2655.00| 3.00000 2655.00| 3.08000 2725.80 RIPRAP FILTER FABRIC | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -17 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0253 3050.15 393.500 CY | 193.00000 75945.50| 193.00000 75945.50| 198.31000 78034.99 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0254 3051.10 40130.000 LB | 0.69000 27689.70| 0.69000 27689.70| 0.71000 28492.30 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0255 6000.10 255.000 LS | 3000.00000 3000.00| 3000.00000 3000.00| 3082.50000 3082.50 ABUTMENT NO.1 EXCAVATION | | | 0256 6000.11 290.000 LS | 3000.00000 3000.00| 3000.00000 3000.00| 3082.50000 3082.50 ABUTMENT NO.2 EXCAVATION | | | 0257 6000.60 545.000 LS | 10000.00000 10000.00| 10000.00000 10000.00| 10275.00000 10275.00 PIER NO.1 EXCAVATION | | | 0258 6000.61 565.000 LS | 10000.00000 10000.00| 10000.00000 10000.00| 10275.00000 10275.00 PIER NO.2 EXCAVATION | | | 0259 6005.35 179.400 LF | 33.00000 5920.20| 33.00000 5920.20| 33.91000 6083.45 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0260 6005.78 16.000 EACH| 300.00000 4800.00| 300.00000 4800.00| 308.25000 4932.00 EXPANSION BEARING, TFE TYPE | | | 0261 6005.83 32.000 EACH| 300.00000 9600.00| 300.00000 9600.00| 308.25000 9864.00 FIXED BEARING | | | 0262 6010.22 836.900 CY | 240.00000 200856.00| 240.00000 200856.00| 246.60000 206379.54 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0263 6010.26 775.500 CY | 300.00000 232650.00| 300.00000 232650.00| 308.25000 239047.88 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0264 6011.11 295.600 LS | 220000.00000 220000.00| 220000.00000 220000.00| 226050.00000 226050.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 218+00.00 | | | 0265 6080.00 9795.000 LB | 2.00000 19590.00| 2.00000 19590.00| 2.06000 20177.70 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0266 6105.02 955.000 TON | 25.50000 24352.50| 25.50000 24352.50| 26.20000 25021.00 ROCK RIPRAP, TYPE B | | | 0267 6131.50 240755.000 LB | 0.63000 151675.65| 0.63000 151675.65| 0.65000 156490.75 EPOXY COATED REINFORCING STEEL | | | 0268 6139.50 144.000 SY | 22.00000 3168.00| 22.00000 3168.00| 22.61000 3255.84 SUBSURFACE DRAINAGE MATTING | | | 0269 6210.50 9380.000 LF | 26.00000 243880.00| 26.00000 243880.00| 26.72000 250633.60 PIPE PILING | | | 0270 6310.00 5280.000 SF | 14.00000 73920.00| 14.00000 73920.00| 14.39000 75979.20 STEEL SHEET PILING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -18 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0271 8091.00 940.000 CY | 20.00000 18800.00| 20.00000 18800.00| 20.55000 19317.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,408,713.27| $ 1,408,713.27| $ 1,448,259.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 6C BRIDGE AT STA 289+82.07 246'-0" 3-SPAN PRESTRESSED GIRDER BRIDGE | | | 0272 0030.60 LUMP| 72012.71000 72012.71| 72012.71000 72012.71| 73993.06000 73993.06 MOBILIZATION | | | 0273 3050.15 392.600 CY | 192.00000 75379.20| 192.00000 75379.20| 197.28000 77452.13 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0274 3051.10 40045.000 LB | 0.69000 27631.05| 0.69000 27631.05| 0.71000 28431.95 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0275 6000.10 145.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 5137.50000 5137.50 ABUTMENT NO.1 EXCAVATION | | | 0276 6000.11 145.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 5137.50000 5137.50 ABUTMENT NO.2 EXCAVATION | | | 0277 6000.20 210.000 LS | 34000.00000 34000.00| 34000.00000 34000.00| 34935.00000 34935.00 PIER NO.1 EXCAVATION | | | 0278 6000.21 210.000 LS | 34000.00000 34000.00| 34000.00000 34000.00| 34935.00000 34935.00 PIER NO.2 EXCAVATION | | | 0279 6005.35 176.700 LF | 33.00000 5831.10| 33.00000 5831.10| 33.91000 5991.90 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0280 6005.78 32.000 EACH| 300.00000 9600.00| 300.00000 9600.00| 308.25000 9864.00 EXPANSION BEARING, TFE TYPE | | | 0281 6005.83 16.000 EACH| 300.00000 4800.00| 300.00000 4800.00| 308.25000 4932.00 FIXED BEARING | | | 0282 6010.22 874.000 CY | 300.00000 262200.00| 300.00000 262200.00| 308.25000 269410.50 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0283 6010.26 826.700 CY | 300.00000 248010.00| 300.00000 248010.00| 308.25000 254830.28 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0284 6011.11 350.000 LS | 255000.00000 255000.00| 255000.00000 255000.00| 262012.50000 262012.50 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 289+82.07 | | | 0285 6107.00 1726.000 SY | 31.00000 53506.00| 31.00000 53506.00| 31.85000 54973.10 CONCRETE SLOPE PROTECTION | | | 0286 6131.50 305245.000 LB | 0.64000 195356.80| 0.64000 195356.80| 0.66000 201461.70 EPOXY COATED REINFORCING STEEL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -19 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0287 6139.50 114.100 SY | 30.00000 3423.00| 30.00000 3423.00| 30.82000 3516.56 SUBSURFACE DRAINAGE MATTING | | | 0288 6210.50 10540.000 LF | 26.00000 274040.00| 26.00000 274040.00| 26.72000 281628.80 PIPE PILING | | | 0289 8091.00 265.000 CY | 20.00000 5300.00| 20.00000 5300.00| 20.55000 5445.75 GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,570,089.86| $ 1,570,089.86| $ 1,614,089.23 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 6D BRIDGE AT STA 289+82.07 246'-0" 3-SPAN ROLLED BEAM STEEL GIRDER BRIDGE | | | 0290 0030.60 LUMP| | | MOBILIZATION | | | 0291 3050.15 392.600 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0292 3051.10 40045.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0293 6000.10 145.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0294 6000.11 145.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0295 6000.20 210.000 LS | | | PIER NO.1 EXCAVATION | | | 0296 6000.21 210.000 LS | | | PIER NO.2 EXCAVATION | | | 0297 6005.35 176.700 LF | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0298 6005.78 24.000 EACH| | | EXPANSION BEARING, TFE TYPE | | | 0299 6005.83 8.000 EACH| | | FIXED BEARING | | | 0300 6010.22 873.700 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0301 6010.26 725.800 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0302 6071.12 566671.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 289+82.07 | | | 0303 6107.00 1729.000 SY | | | CONCRETE SLOPE PROTECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -20 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0304 6131.50 282605.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0305 6139.50 114.100 SY | | | SUBSURFACE DRAINAGE MATTING | | | 0306 6210.50 10040.000 LF | | | PIPE PILING | | | 0307 8091.00 265.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 7 GUARDRAIL | | | 0308 0030.70 LUMP| 50.00000 50.00| 50.00000 50.00| 51.38000 51.38 MOBILIZATION | | | 0309 7011.20 300.000 LF | 12.50000 3750.00| 12.50000 3750.00| 12.84000 3852.00 W-BEAM GUARDRAIL | | | 0310 7020.00 4.000 EACH| 1650.00000 6600.00| 1650.00000 6600.00| 1695.38000 6781.52 BRIDGE APPROACH SECTIONS | | | 0311 7024.27 4.000 EACH| 1400.00000 5600.00| 1400.00000 5600.00| 1438.50000 5754.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 16,000.00| $ 16,000.00| $ 16,438.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 GROUP 8B ELECTRICAL | | | 0312 0003.75 1.000 EACH| 9500.00000 9500.00| 9500.00000 9500.00| 9761.25000 9761.25 TEMPORARY TRAFFIC SIGNAL | | | 0313 0030.81 LUMP| 2959.00000 2959.00| 2959.00000 2959.00| 3040.37000 3040.37 MOBILIZATION | | | 0314 A001.01 46.000 EACH| 415.00000 19090.00| 415.00000 19090.00| 426.41000 19614.86 PULL BOX, TYPE PB-1 | | | 0315 A001.02 21.000 EACH| 350.00000 7350.00| 350.00000 7350.00| 359.63000 7552.23 PULL BOX, TYPE PB-1A | | | 0316 A001.06 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 616.50000 1233.00 PULL BOX, TYPE PB-2A | | | 0317 A001.12 12.000 EACH| 300.00000 3600.00| 300.00000 3600.00| 308.25000 3699.00 PULL BOX, TYPE PB-5 | | | 0318 A001.16 7.000 EACH| 350.00000 2450.00| 350.00000 2450.00| 359.63000 2517.41 PULL BOX, TYPE PB-6 | | | 0319 A003.10 14.000 EACH| 650.00000 9100.00| 650.00000 9100.00| 667.88000 9350.32 TRAFFIC SIGNAL, TYPE TS-1 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -21 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 A004.40 4.000 EACH| 650.00000 2600.00| 650.00000 2600.00| 667.88000 2671.52 TRAFFIC SIGNAL, TYPE TS-2 | | | 0321 A006.14 8.000 EACH| 550.00000 4400.00| 550.00000 4400.00| 565.13000 4521.04 PEDESTRIAN SIGNAL, TYPE PS-1 | | | 0322 A006.70 4.000 EACH| 150.00000 600.00| 150.00000 600.00| 154.13000 616.52 PEDESTRIAN PUSHBUTTON, TYPE PPB | | | 0323 A006.84 4.000 EACH| 700.00000 2800.00| 700.00000 2800.00| 719.25000 2877.00 PEDESTAL POLE, TYPE PP-10 | | | 0324 A006.98 76.000 EACH| 275.00000 20900.00| 275.00000 20900.00| 282.56000 21474.56 VEHICLE DETECTOR, TYPE A PREFORMED | | | 0325 A007.00 42.000 EACH| 300.00000 12600.00| 300.00000 12600.00| 308.25000 12946.50 VEHICLE DETECTOR, TYPE B PREFORMED | | | 0326 A007.08 2.000 EACH| 450.00000 900.00| 450.00000 900.00| 462.38000 924.76 VEHICLE DETECTOR, TYPE TD-3 | | | 0327 A008.99 77.000 EACH| 1300.00000 100100.00| 1300.00000 100100.00| 1335.75000 102852.75 STREET LIGHTING UNIT, TYPE | | | SL-BT-40-12-0.25 | | | 0328 A010.60 3.000 EACH| 500.00000 1500.00| 500.00000 1500.00| 513.75000 1541.25 UNDERDECK LUMINAIRE, TYPE UD-100 | | | 0329 A011.40 2.000 EACH| 4400.00000 8800.00| 4400.00000 8800.00| 4521.00000 9042.00 COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-35-12 | | | 0330 A012.60 3.000 EACH| 6000.00000 18000.00| 6000.00000 18000.00| 6165.00000 18495.00 COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE TYPE CMP-50-12 | | | 0331 A012.90 1.000 EACH| 6300.00000 6300.00| 6300.00000 6300.00| 6473.25000 6473.25 COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-60-12 | | | 0332 A016.50 1.000 EACH| 3500.00000 3500.00| 3500.00000 3500.00| 3596.25000 3596.25 MAST ARM SIGNAL POLE, TYPE MP-30 | | | 0333 A020.30 7.000 EACH| 1250.00000 8750.00| 1250.00000 8750.00| 1284.38000 8990.66 LIGHTING CONTROL CENTER, TYPE R | | | 0334 A070.10 20360.000 LF | 2.00000 40720.00| 2.00000 40720.00| 2.06000 41941.60 1 1/2-INCH CONDUIT IN TRENCH | | | 0335 A070.14 2606.000 LF | 2.50000 6515.00| 2.50000 6515.00| 2.57000 6697.42 2-INCH CONDUIT IN TRENCH | | | 0336 A070.18 345.000 LF | 3.50000 1207.50| 3.50000 1207.50| 3.60000 1242.00 3-INCH CONDUIT IN TRENCH | | | 0337 A072.10 2474.000 LF | 2.10000 5195.40| 2.10000 5195.40| 2.16000 5343.84 1 1/2-INCH CONDUIT UNDER ROADWAY | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -22 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0338 A072.14 832.000 LF | 2.60000 2163.20| 2.60000 2163.20| 2.67000 2221.44 2-INCH CONDUIT UNDER ROADWAY | | | 0339 A072.18 1416.000 LF | 3.00000 4248.00| 3.00000 4248.00| 3.08000 4361.28 3-INCH CONDUIT UNDER ROADWAY | | | 0340 A077.12 519.000 LF | 0.30000 155.70| 0.30000 155.70| 0.31000 160.89 2/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0341 A077.13 1826.000 LF | 0.35000 639.10| 0.35000 639.10| 0.36000 657.36 3/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0342 A077.22 1297.000 LF | 1.10000 1426.70| 1.10000 1426.70| 1.13000 1465.61 12/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0343 A079.01 4644.000 LF | 0.30000 1393.20| 0.30000 1393.20| 0.31000 1439.64 2/C #14 AWG DETECTOR LEAD-IN CABLE | | | 0344 A079.50 2520.000 LF | 0.30000 756.00| 0.30000 756.00| 0.31000 781.20 GROUNDING CONDUCTOR | | | 0345 A079.55 400.000 LF | 1.00000 400.00| 1.00000 400.00| 1.03000 412.00 SERVICE CABLE | | | 0346 A080.10 38210.000 LF | 0.60000 22926.00| 0.60000 22926.00| 0.62000 23690.20 STREET LIGHTING CABLE, NO. 2 USE | | | 0347 A080.22 23187.000 LF | 0.55000 12752.85| 0.55000 12752.85| 0.57000 13216.59 STREET LIGHTING CABLE, NO. 6 BARE | | | 0348 A080.24 38164.000 LF | 0.70000 26714.80| 0.70000 26714.80| 0.72000 27478.08 STREET LIGHTING CABLE, NO. 6 USE | | | 0349 A500.20 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| 2055.00000 4110.00 INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | | TC-170 | | | 0350 A610.00 1.000 EACH| 2616.00000 2616.00| 2616.00000 2616.00| 2687.94000 2687.94 REMOVE TRAFFIC SIGNAL AT US-81 & NOBES | | | ROAD | | | 0351 A620.02 1.000 EACH| 50.00000 50.00| 50.00000 50.00| 51.38000 51.38 REMOVE LIGHTING CONTROL CENTER | | | 0352 A630.10 32.000 EACH| 100.00000 3200.00| 100.00000 3200.00| 102.75000 3288.00 REMOVE LIGHT FOUNDATION | | | 0353 A700.20 28.000 EACH| 500.00000 14000.00| 500.00000 14000.00| 513.75000 14385.00 RELOCATE STREET LIGHTING UNIT TYPE "A" | | | 0354 A700.21 8.000 EACH| 400.00000 3200.00| 400.00000 3200.00| 411.00000 3288.00 RELOCATE STREET LIGHTING UNIT TYPE "B" | | | SECTION TOTALS | $ 401,278.45| $ 401,278.45| $ 412,710.97 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 GROUP 10 GENERAL ITEMS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -23 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0355 0001.08 76325.000 BDAY| 0.50000 38162.50| 0.50000 38162.50| 0.50000 38162.50 BARRICADE, TYPE II | | | 0356 0001.10 27638.000 BDAY| 0.70000 19346.60| 0.75000 20728.50| 0.72000 19899.36 BARRICADE, TYPE III | | | 0357 0001.75 800.000 EACH| 2.00000 1600.00| 2.00000 1600.00| 2.06000 1648.00 TEMPORARY SIGN DAY | | | 0358 0001.90 36145.000 EACH| 0.30000 10843.50| 0.50000 18072.50| 0.31000 11204.95 SIGN DAY | | | 0359 0001.99 17426.000 EACH| 0.65000 11326.90| 0.65000 11326.90| 0.67000 11675.42 CONTRACTOR FURNISHED SIGN DAY | | | 0360 0002.30 15900.000 LF | 0.25000 3975.00| 0.25000 3975.00| 0.26000 4134.00 PAVEMENT MARKING REMOVAL | | | 0361 0002.39 55200.000 LF | 0.75000 41400.00| 0.75000 41400.00| 0.77000 42504.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0362 0002.47 18000.000 LF | 0.55000 9900.00| 0.55000 9900.00| 0.57000 10260.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0363 0002.97 1237.000 DAY | 18.00000 22266.00| 18.00000 22266.00| 18.50000 22884.50 FLASHING ARROW PANEL | | | 0364 0003.10 100.000 DAY | 181.82000 18182.00| 195.00000 19500.00| 282.64000 28264.00 FLAGGING | | | 0365 0003.50 550.000 LF | 31.85000 17517.50| 30.00000 16500.00| 71.93000 39561.50 CONCRETE PROTECTION BARRIER | | | 0366 0003.56 462.500 LF | 1.73000 800.13| 3.00000 1387.50| 10.28000 4754.50 RELOCATE CONCRETE PROTECTION BARRIER | | | 0367 0003.70 12.000 EACH| 375.00000 4500.00| 375.00000 4500.00| 385.31000 4623.72 TEMPORARY RUMBLE STRIP | | | 0368 0003.75 2.000 EACH| 6000.00000 12000.00| 6000.00000 12000.00| 6165.00000 12330.00 TEMPORARY TRAFFIC SIGNAL | | | 0369 0010.04 1.000 EACH| 1668.49000 1668.49| 2500.00000 2500.00| 16013.08000 16013.08 FIELD OFFICE | | | 0370 0020.00 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 TRAINING | | | 0371 0030.00 LUMP| 20000.00000 20000.00| 10000.00000 10000.00| 20550.00000 20550.00 MOBILIZATION | | | 0372 1017.00 18.520 LS | 135000.00000 135000.00| 170000.00000 170000.00| 208582.50000 208582.50 CONSTRUCTION STAKING AND SURVEYING | | | 0373 7502.14 17150.000 LF | 2.10000 36015.00| 2.10000 36015.00| 2.16000 37044.00 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4, GROOVED | | | SECTION TOTALS | $ 406,903.62| $ 442,233.90| $ 536,496.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 18,182,230.53| $ 19,165,796.58| $ 20,992,786.17 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -24 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( 6 ) 2951 |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 260000.00000 260000.00| 85000.00000 85000.00| 180000.00000 180000.00 MOBILIZATION | | | 0002 1000.00 10.000 EACH| 1000.00000 10000.00| 1000.00000 10000.00| 175.00000 1750.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 20000.00000 20000.00| 20000.00000 20000.00| 55000.00000 55000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.00 977187.000 CY | 1.08000 1055361.96| 1.08000 1055361.96| 2.01000 1964145.87 EXCAVATION | | | 0005 1010.10 353353.000 CY | 1.38000 487627.14| 1.38000 487627.14| 1.94000 685504.82 EXCAVATION, BORROW | | | 0006 1011.00 5322.000 MGAL| 8.00000 42576.00| 8.00000 42576.00| 8.00000 42576.00 WATER | | | 0007 1012.00 323.000 EACH| 56.50000 18249.50| 56.50000 18249.50| 107.00000 34561.00 RIGHT-OF-WAY MARKERS | | | 0008 1016.00 71.000 EACH| 235.77000 16739.67| 245.00000 17395.00| 250.00000 17750.00 RE-ESTABLISH PROPERTY CORNER | | | 0009 1030.02 36869.000 CY | 0.93000 34288.17| 0.93000 34288.17| 3.00000 110607.00 EMBANKMENT FOR SURCHARGE (ESTABLISHED | | | QUANTITY) | | | 0010 1090.00 7.000 EACH| 825.00000 5775.00| 825.00000 5775.00| 894.00000 6258.00 ABANDON WELLS | | | 0011 1101.00 51908.000 SY | 1.65000 85648.20| 1.65000 85648.20| 2.16000 112121.28 REMOVE PAVEMENT | | | 0012 1101.25 4222.700 LF | 2.50000 10556.75| 2.50000 10556.75| 2.50000 10556.75 SAWING PAVEMENT | | | 0013 1102.00 37645.000 SY | 2.65000 99759.25| 2.65000 99759.25| 3.60000 135522.00 REMOVE ASPHALT SURFACE | | | 0014 1106.00 2480.000 SY | 2.50000 6200.00| 2.50000 6200.00| 4.33000 10738.40 REMOVE DRIVEWAY | | | 0015 1107.00 970.000 SY | 4.00000 3880.00| 4.00000 3880.00| 7.57000 7342.90 REMOVE WALK | | | 0016 1108.00 864.000 LF | 4.00000 3456.00| 4.00000 3456.00| 10.09000 8717.76 REMOVE COMBINATION CURB AND GUTTER | | | 0017 1122.01 750.000 SY | 4.00000 3000.00| 4.00000 3000.00| 3.79000 2842.50 REMOVE CONCRETE MEDIAN SURFACING | | | 0018 1124.00 1.000 EACH| 3000.00000 3000.00| 3000.00000 3000.00| 1000.00000 1000.00 REMOVE BUILDING AT STA. 153+18.19 LT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -25 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( 6 ) 2951 |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 1124.01 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 1000.00000 1000.00 REMOVE BUILDING AT STA. 153+61.81 LT. | | | 0020 1124.02 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1000.00000 1000.00 REMOVE BUILDING AT STA. 153+96.72 LT. | | | 0021 1124.03 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 4710.00000 4710.00 REMOVE BUILDING AT STA. 154+56.81 RT. | | | 0022 1124.04 1.000 EACH| 3000.00000 3000.00| 3000.00000 3000.00| 10000.00000 10000.00 REMOVE BUILDING AT STA. 154+56.63 RT. | | | 0023 1124.05 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 5200.00000 5200.00 REMOVE BUILDING AT STA. 221+73.30 RT. | | | 0024 1124.06 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 937.00000 937.00 REMOVE BUILDING AT STA. 431+02.26 LT. | | | 0025 1124.07 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 1800.00000 1800.00 REMOVE BUILDING AT STA. 431+39.09 LT. | | | 0026 1124.08 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 1800.00000 1800.00 REMOVE BUILDING AT STA. 432+15.63 LT. | | | 0027 1124.09 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1800.00000 1800.00 REMOVE BUILDING AT STA. 434+51.89 LT. | | | 0028 1125.00 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 6000.00000 6000.00 CLEAR TRACT STA. 151+00 TO 155+50 LT. & | | | RT. | | | 0029 1701.12 70.000 LF | 6.00000 420.00| 6.00000 420.00| 18.00000 1260.00 12" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0030 1701.18 153.000 LF | 10.00000 1530.00| 10.00000 1530.00| 21.00000 3213.00 18" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0031 1701.24 891.000 LF | 12.00000 10692.00| 12.00000 10692.00| 23.00000 20493.00 24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0032 1701.30 114.000 LF | 16.00000 1824.00| 16.00000 1824.00| 28.00000 3192.00 30" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0033 1701.36 218.000 LF | 20.00000 4360.00| 20.00000 4360.00| 33.00000 7194.00 36" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0034 1703.42 88.000 LF | 28.00000 2464.00| 28.00000 2464.00| 43.00000 3784.00 42" DRIVEWAY CULVERT PIPE, TYPE 2,3,4 | | | OR 5 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -26 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( 6 ) 2951 |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 1703.48 106.000 LF | 32.00000 3392.00| 32.00000 3392.00| 49.00000 5194.00 48" DRIVEWAY CULVERT PIPE, TYPE 2,3,4 | | | OR 5 | | | 0036 3017.50 42656.000 SF | 5.61000 239300.16| 6.00000 255936.00| 5.79000 246978.24 INTERLOCKING CONCRETE PAVER BLOCK | | | 0037 4035.00 3.000 EACH| 50.00000 150.00| 50.00000 150.00| 99.00000 297.00 REMOVE FLARED-END SECTION | | | 0038 4210.42 4.000 EACH| 475.00000 1900.00| 475.00000 1900.00| 438.00000 1752.00 BAR GRATE FOR 42" FLARED-END SECTION | | | 0039 4310.42 4.000 EACH| 650.00000 2600.00| 650.00000 2600.00| 694.00000 2776.00 42" FLARED-END SECTION | | | 0040 7017.00 201.000 LF | 2.00000 402.00| 2.00000 402.00| 10.40000 2090.40 REMOVE GUARDRAIL | | | 0041 7103.00 2.000 EACH| 25.00000 50.00| 500.00000 1000.00| 126.00000 252.00 END POSTS | | | 0042 7105.00 6.000 EACH| 25.00000 150.00| 500.00000 3000.00| 100.00000 600.00 CORNER POSTS | | | 0043 7110.00 1098.000 LF | 2.00000 2196.00| 8.00000 8784.00| 1.61000 1767.78 TEMPORARY FENCE | | | 0044 9110.01 110.000 HOUR| 110.00000 12100.00| 110.00000 12100.00| 75.00000 8250.00 RENTAL OF LOADER, FULLY OPERATED | | | 0045 9110.03 110.000 HOUR| 75.00000 8250.00| 65.00000 7150.00| 62.00000 6820.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0046 9110.06 110.000 HOUR| 200.00000 22000.00| 110.00000 12100.00| 123.00000 13530.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0047 9110.07 110.000 HOUR| 50.00000 5500.00| 55.00000 6050.00| 38.00000 4180.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0048 9110.09 10.000 HOUR| 275.00000 2750.00| 275.00000 2750.00| 327.00000 3270.00 RENTAL OF TRACTOR AND SCRAPER, FULLY | | | OPERATED | | | 0049 L006.00 199.000 ACRE| 100.00000 19900.00| 70.00000 13930.00| 105.00000 20895.00 COVER CROP SEEDING | | | 0050 L020.01 4556.000 SY | 3.96000 18041.76| 5.20000 23691.20| 4.09000 18634.04 EROSION CONTROL, TYPE A | | | 0051 L020.03 27382.000 SY | 1.47000 40251.54| 1.70000 46549.40| 1.52000 41620.64 EROSION CONTROL, TYPE C | | | 0052 L020.08 6873.000 SY | 3.96000 27217.08| 5.10000 35052.30| 4.09000 28110.57 EROSION CONTROL, TYPE AA | | | 0053 L020.09 9483.000 SY | 9.25000 87717.75| 10.50000 99571.50| 9.54000 90467.82 EROSION CONTROL, TYPE AAA | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -27 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( 6 ) 2951 |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 L020.10 3181.000 SY | 1.40000 4453.40| 1.40000 4453.40| 1.44000 4580.64 EROSION CONTROL, TYPE HV | | | 0055 L021.01 240.000 BALE| 13.00000 3120.00| 14.50000 3480.00| 13.41000 3218.40 EROSION CHECKS, TYPE A | | | 0056 L021.03 1007.000 BALE| 12.00000 12084.00| 14.50000 14601.50| 12.38000 12466.66 EROSION CHECKS, TYPE C | | | 0057 L021.06 855.000 BALE| 12.00000 10260.00| 14.50000 12397.50| 12.38000 10584.90 EROSION CHECKS, TYPE HV | | | 0058 L021.14 8.000 BALE| 16.00000 128.00| 14.50000 116.00| 16.51000 132.08 EROSION CHECKS, TYPE ST-C | | | 0059 L021.15 372.000 BALE| 16.00000 5952.00| 14.50000 5394.00| 16.51000 6141.72 EROSION CHECKS, TYPE ST-HV | | | 0060 L021.21 392.000 BALE| 13.00000 5096.00| 14.50000 5684.00| 13.41000 5256.72 EROSION CHECKS, TYPE AA | | | 0061 L021.22 210.000 BALE| 30.00000 6300.00| 14.50000 3045.00| 30.95000 6499.50 EROSION CHECKS, TYPE AAA | | | 0062 L022.11 10985.000 LF | 2.00000 21970.00| 1.85000 20322.25| 2.06000 22629.10 FABRIC SILT FENCE-LOW POROSITY | | | 0063 L022.12 144.000 LF | 2.20000 316.80| 3.00000 432.00| 2.27000 326.88 FABRIC SILT FENCE-HIGH POROSITY | | | SECTION TOTALS | $ 2,763,456.13| $ 2,631,597.02| $ 4,029,699.37 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0064 0030.30 LUMP| 435000.00000 435000.00| 1110000.00000 1110000.00| 315000.00000 315000.00 MOBILIZATION | | | 0065 1020.01 170.000 EACH| 11.00000 1870.00| 8.00000 1360.00| 11.35000 1929.50 DELINEATOR, TYPE I | | | 0066 1020.03 108.000 EACH| 11.00000 1188.00| 12.00000 1296.00| 11.35000 1225.80 DELINEATOR, TYPE III | | | 0067 1020.20 49.000 EACH| 16.50000 808.50| 25.00000 1225.00| 17.02000 833.98 INSTALL CHEVRONS | | | 0068 2001.00 1813.000 CY | 12.00000 21756.00| 11.00000 19943.00| 24.00000 43512.00 GRAVEL SURFACE COURSE | | | 0069 2009.10 80.818 STA | 90.00000 7273.62| 85.12000 6879.23| 55.00000 4444.99 GRAVEL EMBEDMENT | | | 0070 2021.00 7.000 EACH| 45.00000 315.00| 50.00000 350.00| 46.43000 325.01 MAILBOX POST | | | 0071 3012.04 3632.000 LF | 10.00000 36320.00| 19.20000 69734.40| 24.76000 89928.32 CONCRETE CLASS 47B-3500 MEDIAN CURB | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -28 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( 6 ) 2951 |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0072 3016.21 715.000 SY | 23.07000 16495.05| 23.10000 16516.50| 25.79000 18439.85 CONCRETE CLASS 47B-3000 SIDEWALKS | | | 0073 3016.62 435.000 SY | 25.70000 11179.50| 25.70000 11179.50| 33.02000 14363.70 6" CONCRETE CLASS 47B-3000 BIKEWAY | | | 0074 3017.44 42334.000 SY | 39.04000 1652719.36| 43.90000 1858462.60| 33.94000 1436815.96 CONCRETE CLASS 47B-3000 IMPRINTED | | | MEDIAN SURFACING | | | 0075 3020.24 2324.000 SY | 22.72000 52801.28| 22.75000 52871.00| 33.53000 77923.72 CONCRETE CLASS 47B-3500 DRIVEWAY | | | 0076 3075.42 34486.000 SY | 22.90000 789729.40| 28.93000 997679.98| 23.47000 809386.42 9" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0077 3075.46 6345.000 SY | 25.00000 158625.00| 28.43000 180388.35| 25.64000 162685.80 9" DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-3500 | | | 0078 3075.52 7893.000 SY | 24.00000 189432.00| 40.08000 316351.44| 24.61000 194246.73 10" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0079 3075.56 177997.000 SY | 26.50000 4716920.50| 23.94000 4261248.18| 27.19000 4839738.43 10" DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-3500 | | | 0080 3300.50 10.886 LS | 12000.00000 12000.00| 14300.00000 14300.00| 12000.00000 12000.00 PORTLAND CEMENT CONCRETE SMOOTHNESS | | | TESTING | | | 0081 4014.70 1.000 EACH| 250.00000 250.00| 1450.00000 1450.00| 387.87000 387.87 ADJUSTING INLET TO GRADE | | | 0082 4015.00 2.000 EACH| 400.00000 800.00| 750.00000 1500.00| 452.51000 905.02 ADJUST MANHOLE TO GRADE | | | 0083 8022.00 3730.000 TON | 110.00000 410300.00| 105.00000 391650.00| 123.81000 461811.30 HYDRATED LIME | | | 0084 8029.25 268204.000 SY | 3.80000 1019175.20| 3.82000 1024539.28| 4.19000 1123774.76 FOUNDATION COURSE 4" | | | 0085 8060.05 428.000 EACH| 70.00000 29960.00| 65.90000 28205.20| 123.81000 52990.68 GRANULAR SUBDRAIN | | | 0086 8101.50 208799.000 SY | 1.10000 229678.90| 2.37000 494853.63| 2.37000 494853.63 STABILIZED SUBGRADE | | | 0087 8111.00 86.298 STA | 170.00000 14670.66| 261.00000 22523.78| 350.00000 30204.30 SHOULDER SUBGRADE PREPARATION | | | 0088 9005.45 17890.000 TON | 31.20000 558168.00| 31.20000 558168.00| 32.19000 575879.10 ASPHALTIC CONCRETE, TYPE SP4(0.5) | | | 0089 9009.00 707.000 SY | 4.90000 3464.30| 4.90000 3464.30| 5.06000 3577.42 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -29 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( 6 ) 2951 |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 9009.75 9472.000 SY | 29.80000 282265.60| 36.88000 349327.36| 34.48000 326594.56 TEMPORARY SURFACING 10" | | | 0091 9009.86 34396.000 SY | 11.00000 378356.00| 11.90000 409312.40| 11.94000 410688.24 SURFACING 6" | | | 0092 9009.87 17843.000 SY | 21.10000 376487.30| 22.00000 392546.00| 24.21000 431979.03 SURFACING 8" | | | 0093 9021.08 966.060 TON | 220.00000 212533.20| 220.00000 212533.20| 226.98000 219276.30 PERFORMANCE GRADED BINDER (64-28) | | | 0094 9053.00 3625.000 GAL | 0.85000 3081.25| 0.85000 3081.25| 0.88000 3190.00 TACK COAT | | | 0095 9111.00 1460.000 MGAL| 10.00000 14600.00| 4.00000 5840.00| 5.16000 7533.60 WATER | | | 0096 9170.00 1010.970 STA | 80.77000 81656.05| 104.23000 105373.40| 88.00000 88965.36 EARTH SHOULDER CONSTRUCTION | | | 0097 9173.20 109792.000 SY | 1.37000 150415.04| 0.88000 96616.96| 1.16000 127358.72 SUBGRADE PREPARATION | | | 0098 9185.77 586.000 STA | 19.75000 11573.50| 20.00000 11720.00| 20.38000 11942.68 RUMBLE STRIPS, CONCRETE | | | 0099 9188.50 322.000 SY | 19.00000 6118.00| 25.00000 8050.00| 19.60000 6311.20 SURFACING UNDER GUARDRAIL | | | 0100 L010.00 7764.000 SY | 4.25000 32997.00| 6.80000 52795.20| 4.38000 34006.32 SODDING | | | 0101 W600.03 1.000 EACH| 80.00000 80.00| 100.00000 100.00| 129.29000 129.29 ADJUST VALVE BOX TO GRADE | | | SECTION TOTALS | $ 11,921,063.21| $ 13,093,435.14| $ 12,435,159.59 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0102 0030.40 LUMP| 15000.00000 15000.00| 15000.00000 15000.00| 16000.00000 16000.00 MOBILIZATION | | | 0103 1117.00 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 515.87000 515.87 REMOVE MANHOLE | | | 0104 1119.00 15.000 EACH| 200.00000 3000.00| 200.00000 3000.00| 206.35000 3095.25 REMOVE INLET | | | 0105 4002.00 2880.000 LB | 1.65000 4752.00| 1.65000 4752.00| 1.70000 4896.00 CAST IRON COVER AND FRAME | | | 0106 4003.00 3840.000 LB | 1.35000 5184.00| 1.35000 5184.00| 1.39000 5337.60 CAST IRON COVER, FRAME, AND FLANGE | | | 0107 4004.50 64722.000 LB | 1.30000 84138.60| 1.30000 84138.60| 1.34000 86727.48 CAST IRON GRATE AND FRAME | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -30 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( 6 ) 2951 |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0108 4005.00 345.000 LB | 1.35000 465.75| 1.35000 465.75| 1.39000 479.55 CAST IRON RING AND COVER | | | 0109 4016.00 1.000 EACH| 4500.00000 4500.00| 4500.00000 4500.00| 4642.86000 4642.86 MANHOLE AT STA. 1181+37.39 RT. | | | 0110 4016.01 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| 1857.14000 1857.14 MANHOLE AT STA. 1204+96.27 - 4.0' LT. | | | 0111 4016.02 1.000 EACH| 2145.00000 2145.00| 2145.00000 2145.00| 2213.10000 2213.10 MANHOLE AT STA. 1204+99.50 - 33.0' LT. | | | 0112 4016.03 1.000 EACH| 2145.00000 2145.00| 2145.00000 2145.00| 2213.10000 2213.10 MANHOLE AT STA. 1206+76.50 - 33.0' LT. | | | 0113 4016.04 1.000 EACH| 2145.00000 2145.00| 2145.00000 2145.00| 2213.10000 2213.10 MANHOLE AT STA. 1208+94.34 - 34.3' LT. | | | 0114 4016.05 1.000 EACH| 2450.00000 2450.00| 2450.00000 2450.00| 2527.78000 2527.78 MANHOLE AT STA. 1211+87.35 - 41.6' LT. | | | 0115 4016.06 1.000 EACH| 3850.00000 3850.00| 3850.00000 3850.00| 3972.22000 3972.22 MANHOLE AT STA. 1213+50.00 - 40.0' LT. | | | 0116 4016.07 1.000 EACH| 2350.00000 2350.00| 2350.00000 2350.00| 2424.60000 2424.60 MANHOLE AT STA. 1217+83.35 - 0.80' LT. | | | 0117 4018.00 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 515.87000 515.87 TAPPING EXISTING STRUCTURE | | | 0118 4035.00 19.000 EACH| 125.00000 2375.00| 125.00000 2375.00| 128.97000 2450.43 REMOVE FLARED-END SECTION | | | 0119 4040.00 4.000 EACH| 125.00000 500.00| 125.00000 500.00| 128.97000 515.88 REMOVE HEADWALLS FROM CULVERTS | | | 0120 4043.50 1374.000 LF | 7.00000 9618.00| 7.00000 9618.00| 7.22000 9920.28 REMOVE SEWER PIPE | | | 0121 4044.00 1.000 EACH| 800.00000 800.00| 800.00000 800.00| 825.40000 825.40 PREPARATION OF STRUCTURE AT STA. 148+18 | | | 33 - 304.4' RT. | | | 0122 4044.01 1.000 EACH| 800.00000 800.00| 800.00000 800.00| 825.40000 825.40 PREPARATION OF STRUCTURE AT STA. 148+74 | | | 72 - 107.6' RT. | | | 0123 4045.00 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1031.75000 1031.75 REMOVE STRUCTURE AT STA. 180+63.76 - | | | 167.65' LT. | | | 0124 4045.01 1.000 EACH| 1850.00000 1850.00| 1850.00000 1850.00| 1908.73000 1908.73 REMOVE STRUCTURE AT STA. 9607+64.11 - | | | 457.77' LT. | | | 0125 4050.01 9825.000 CY | 7.00000 68775.00| 7.00000 68775.00| 7.22000 70936.50 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -31 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( 6 ) 2951 |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0126 4051.01 607.000 CY | 14.00000 8498.00| 14.00000 8498.00| 14.44000 8765.08 EXCAVATION FOR BOX CULVERTS | | | 0127 4100.06 3.600 CY | 410.00000 1476.00| 410.00000 1476.00| 423.02000 1522.87 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0128 4101.06 979.860 CY | 255.00000 249864.30| 255.00000 249864.30| 263.10000 257801.17 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0129 4105.59 195.860 CY | 410.00000 80302.60| 410.00000 80302.60| 423.02000 82852.70 CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0130 4107.07 3.830 CY | 480.00000 1838.40| 480.00000 1838.40| 495.24000 1896.77 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0131 4150.00 442.000 LB | 1.00000 442.00| 1.00000 442.00| 1.03000 455.26 REINFORCING STEEL FOR HEADWALL | | | 0132 4151.00 95125.000 LB | 0.60000 57075.00| 0.60000 57075.00| 0.62000 58977.50 REINFORCING STEEL FOR BOX CULVERT | | | 0133 4155.50 13506.000 LB | 0.85000 11480.10| 0.85000 11480.10| 0.88000 11885.28 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0134 4157.00 286.000 LB | 1.50000 429.00| 1.50000 429.00| 1.55000 443.30 REINFORCING STEEL FOR COLLARS | | | 0135 4310.18 54.000 EACH| 300.00000 16200.00| 300.00000 16200.00| 309.52000 16714.08 18" FLARED-END SECTION | | | 0136 4310.24 22.000 EACH| 315.00000 6930.00| 315.00000 6930.00| 325.00000 7150.00 24" FLARED-END SECTION | | | 0137 4310.30 17.000 EACH| 402.00000 6834.00| 402.00000 6834.00| 414.76000 7050.92 30" FLARED-END SECTION | | | 0138 4310.36 6.000 EACH| 585.00000 3510.00| 585.00000 3510.00| 603.57000 3621.42 36" FLARED-END SECTION | | | 0139 4310.42 4.000 EACH| 725.00000 2900.00| 725.00000 2900.00| 748.02000 2992.08 42" FLARED-END SECTION | | | 0140 4310.48 5.000 EACH| 800.00000 4000.00| 800.00000 4000.00| 825.40000 4127.00 48" FLARED-END SECTION | | | 0141 4310.54 4.000 EACH| 1000.00000 4000.00| 1000.00000 4000.00| 1031.75000 4127.00 54" FLARED-END SECTION | | | 0142 4310.60 6.000 EACH| 1140.00000 6840.00| 1140.00000 6840.00| 1176.19000 7057.14 60" FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -32 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( 6 ) 2951 |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0143 4310.72 2.000 EACH| 1595.00000 3190.00| 1595.00000 3190.00| 1645.64000 3291.28 72" FLARED-END SECTION | | | 0144 4900.24 9.000 EACH| 350.00000 3150.00| 350.00000 3150.00| 361.11000 3249.99 AREA INLET SEDIMENT FILTER | | | 0145 P150.18 811.000 LF | 24.00000 19464.00| 24.00000 19464.00| 24.76000 20080.36 18" CULVERT PIPE, TYPE 5 | | | 0146 P200.42 72.000 LF | 71.00000 5112.00| 71.00000 5112.00| 73.25000 5274.00 42" CULVERT PIPE, TYPE 2 OR 5 | | | 0147 P200.48 500.000 LF | 90.00000 45000.00| 90.00000 45000.00| 92.86000 46430.00 48" CULVERT PIPE, TYPE 2 OR 5 | | | 0148 P200.54 235.000 LF | 110.00000 25850.00| 110.00000 25850.00| 113.49000 26670.15 54" CULVERT PIPE, TYPE 2 OR 5 | | | 0149 P200.60 493.000 LF | 128.00000 63104.00| 128.00000 63104.00| 132.06000 65105.58 60" CULVERT PIPE, TYPE 2 OR 5 | | | 0150 P200.72 171.000 LF | 150.00000 25650.00| 150.00000 25650.00| 154.76000 26463.96 72" CULVERT PIPE, TYPE 2 OR 5 | | | 0151 P400.18 4761.000 LF | 26.00000 123786.00| 26.00000 123786.00| 26.83000 127737.63 18" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0152 P400.24 1799.000 LF | 32.30000 58107.70| 32.30000 58107.70| 33.33000 59960.67 24" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0153 P400.30 1010.000 LF | 47.00000 47470.00| 47.00000 47470.00| 48.49000 48974.90 30" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0154 P400.36 441.000 LF | 53.50000 23593.50| 53.50000 23593.50| 55.20000 24343.20 36" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0155 P700.15 49.000 LF | 25.00000 1225.00| 25.00000 1225.00| 25.79000 1263.71 15" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0156 P700.18 318.000 LF | 26.00000 8268.00| 26.00000 8268.00| 26.83000 8531.94 18" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0157 P700.24 66.000 LF | 32.30000 2131.80| 32.30000 2131.80| 33.33000 2199.78 24" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0158 P700.30 246.000 LF | 47.00000 11562.00| 47.00000 11562.00| 48.49000 11928.54 30" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0159 P700.36 202.000 LF | 53.50000 10807.00| 53.50000 10807.00| 55.20000 11150.40 36" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0160 P702.42 406.000 LF | 71.00000 28826.00| 71.00000 28826.00| 73.25000 29739.50 42" STORM SEWER PIPE, TYPE 1 | | | 0161 P775.36 17.000 LF | 76.00000 1292.00| 76.00000 1292.00| 78.41000 1332.97 36" ROUND EQUIVALENT STORM SEWER PIPE, | | | TYPE 1 | | | SECTION TOTALS | $ 1,190,851.75| $ 1,190,851.75| $ 1,229,214.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4A WATER MAIN & SANITARY SEWER | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -33 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( 6 ) 2951 |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0162 0030.40 LUMP| 4500.00000 4500.00| 4500.00000 4500.00| 4642.86000 4642.86 MOBILIZATION | | | 0163 4015.00 7.000 EACH| 350.00000 2450.00| 350.00000 2450.00| 361.11000 2527.77 ADJUST MANHOLE TO GRADE | | | 0164 4015.50 6.000 EACH| 942.00000 5652.00| 942.00000 5652.00| 971.91000 5831.46 RECONSTRUCT MANHOLE | | | 0165 4805.18 180.000 LF | 64.00000 11520.00| 64.00000 11520.00| 66.03000 11885.40 18" STEEL CASING | | | 0166 4805.20 230.000 LF | 67.00000 15410.00| 67.00000 15410.00| 69.13000 15899.90 20" STEEL CASING | | | 0167 W100.10 1.000 EACH| 165.00000 165.00| 165.00000 165.00| 170.24000 170.24 CURB STOP 1" | | | 0168 W175.01 1.000 EACH| 165.00000 165.00| 165.00000 165.00| 170.24000 170.24 1" CORPORATION STOP | | | 0169 W176.26 30.000 LF | 12.00000 360.00| 12.00000 360.00| 12.38000 371.40 1" WATER SERVICE | | | 0170 W204.00 205.000 LF | 48.00000 9840.00| 48.00000 9840.00| 49.52000 10151.60 RIVER CROSSING WATER MAIN 8" | | | 0171 W205.08 614.000 LF | 24.06000 14772.84| 24.06000 14772.84| 24.82000 15239.48 8" WATER MAIN PIPE | | | 0172 W205.10 948.000 LF | 23.50000 22278.00| 23.50000 22278.00| 24.25000 22989.00 10" WATER MAIN PIPE | | | 0173 W205.12 2035.000 LF | 26.50000 53927.50| 26.50000 53927.50| 27.34000 55636.90 12" WATER MAIN PIPE | | | 0174 W219.38 2.000 EACH| 658.00000 1316.00| 658.00000 1316.00| 678.89000 1357.78 8" GATE VALVE | | | 0175 W219.40 1.000 EACH| 890.00000 890.00| 890.00000 890.00| 918.25000 918.25 10" GATE VALVE | | | 0176 W219.42 3.000 EACH| 1086.00000 3258.00| 1086.00000 3258.00| 1120.48000 3361.44 12" GATE VALVE | | | 0177 W219.50 2.000 EACH| 700.00000 1400.00| 700.00000 1400.00| 722.22000 1444.44 FLANGED GATE VALVE 8" | | | 0178 W222.00 3.000 EACH| 1750.00000 5250.00| 1750.00000 5250.00| 1805.56000 5416.68 FIRE HYDRANT | | | 0179 W222.89 1.000 EACH| 900.00000 900.00| 900.00000 900.00| 928.57000 928.57 RECONSTRUCT FIRE HYDRANT | | | 0180 W356.14 1.000 EACH| 233.00000 233.00| 233.00000 233.00| 240.40000 240.40 8" X 6" TEE | | | 0181 W356.16 2.000 EACH| 250.00000 500.00| 250.00000 500.00| 257.94000 515.88 8" X 8" TEE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -34 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( 6 ) 2951 |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0182 W356.19 3.000 EACH| 280.00000 840.00| 280.00000 840.00| 288.89000 866.67 12" X 6" TEE | | | 0183 W356.45 1.000 EACH| 330.00000 330.00| 330.00000 330.00| 340.48000 340.48 10" X 10" TEE | | | 0184 W357.39 2.000 EACH| 155.00000 310.00| 155.00000 310.00| 159.92000 319.84 8" - 45 DEGREE BEND RIVER CROSSING | | | 0185 W357.40 7.000 EACH| 165.00000 1155.00| 165.00000 1155.00| 170.24000 1191.68 8" - 45 DEGREE BEND | | | 0186 W357.42 3.000 EACH| 321.00000 963.00| 321.00000 963.00| 331.19000 993.57 12" - 90 DEGREE BEND | | | 0187 W357.43 2.000 EACH| 214.00000 428.00| 214.00000 428.00| 220.80000 441.60 10" - 45 DEGREE BEND | | | 0188 W357.44 1.000 EACH| 265.00000 265.00| 265.00000 265.00| 273.41000 273.41 12" - 45 DEGREE BEND | | | 0189 W357.51 7.000 EACH| 266.00000 1862.00| 266.00000 1862.00| 274.44000 1921.08 12" - 11 1/4 DEGREE BEND | | | 0190 W357.53 2.000 EACH| 155.00000 310.00| 155.00000 310.00| 159.92000 319.84 8" - 22 1/2 DEGREE BEND RIVER CROSSING | | | 0191 W357.54 1.000 EACH| 264.00000 264.00| 264.00000 264.00| 272.38000 272.38 12" - 22 1/2 DEGREE BEND | | | 0192 W357.60 2.000 EACH| 210.00000 420.00| 210.00000 420.00| 216.67000 433.34 10" - 22 1/2 DEGREE BEND | | | 0193 W358.22 1.000 EACH| 185.00000 185.00| 185.00000 185.00| 190.87000 190.87 10" X 8" REDUCER | | | 0194 W600.03 7.000 EACH| 80.00000 560.00| 80.00000 560.00| 82.54000 577.78 ADJUST VALVE BOX TO GRADE | | | 0195 W600.12 8.000 EACH| 55.00000 440.00| 55.00000 440.00| 56.75000 454.00 ADJUST CURB STOP AND BOX TO GRADE | | | 0196 W600.21 2.000 EACH| 355.00000 710.00| 355.00000 710.00| 366.27000 732.54 ADJUST FIRE HYDRANT TO GRADE | | | 0197 W601.10 4.000 EACH| 85.00000 340.00| 85.00000 340.00| 87.70000 350.80 RECONSTRUCT VALVE BOX | | | 0198 W610.00 1.000 EACH| 3200.00000 3200.00| 3200.00000 3200.00| 3301.59000 3301.59 WATER VALVE MANHOLE AT STA. 162+72 | | | 0199 W610.01 1.000 EACH| 3200.00000 3200.00| 3200.00000 3200.00| 3301.59000 3301.59 WATER VALVE MANHOLE AT STA. 165+55 | | | 0200 W724.75 14.000 EACH| 350.00000 4900.00| 350.00000 4900.00| 361.11000 5055.54 CONNECT TO WATER MAIN | | | SECTION TOTALS | $ 175,469.34| $ 175,469.34| $ 181,038.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 5 SEEDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -35 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( 6 ) 2951 |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0201 0030.50 LUMP| 2500.00000 2500.00| 100.00000 100.00| 2579.36000 2579.36 MOBILIZATION | | | 0202 L001.01 162.000 ACRE| 433.00000 70146.00| 450.00000 72900.00| 446.75000 72373.50 SEEDING, TYPE A | | | 0203 L001.02 37.000 ACRE| 339.00000 12543.00| 408.00000 15096.00| 349.76000 12941.12 SEEDING, TYPE B | | | 0204 L001.03 5.000 ACRE| 850.00000 4250.00| 430.00000 2150.00| 876.98000 4384.90 SEEDING, TYPE C | | | 0205 L032.75 398.000 TON | 65.00000 25870.00| 65.00000 25870.00| 67.06000 26689.88 MULCH | | | SECTION TOTALS | $ 115,309.00| $ 116,116.00| $ 118,968.76 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6 BRIDGE AT STA. 1214+45.00 2-39'-0" & 1-50'-0" SPANS CONCRETE SLAB BRIDGE | | | 0206 0030.60 LUMP| 50500.00000 50500.00| 50500.00000 50500.00| 55000.00000 55000.00 MOBILIZATION | | | 0207 1010.01 6684.000 CY | 3.00000 20052.00| 3.00000 20052.00| 8.60000 57482.40 EXCAVATION (ESTABLISHED QUANTITY) | | | 0208 1043.50 956.000 SY | 3.00000 2868.00| 3.00000 2868.00| 1.95000 1864.20 RIPRAP FILTER FABRIC | | | 0209 3050.15 361.000 CY | 200.00000 72200.00| 200.00000 72200.00| 306.31000 110577.91 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0210 3051.10 35720.000 LB | 0.72000 25718.40| 0.72000 25718.40| 0.64000 22860.80 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0211 6000.10 74.000 LS | 6000.00000 6000.00| 6000.00000 6000.00| 21000.00000 21000.00 ABUTMENT NO.1 EXCAVATION | | | 0212 6000.11 83.000 LS | 6000.00000 6000.00| 6000.00000 6000.00| 21000.00000 21000.00 ABUTMENT NO.2 EXCAVATION | | | 0213 6001.50 26.000 LS | 10000.00000 10000.00| 10000.00000 10000.00| 16000.00000 16000.00 BENT NO.1 EXCAVATION | | | 0214 6001.51 75.000 LS | 10000.00000 10000.00| 10000.00000 10000.00| 16000.00000 16000.00 BENT NO.2 EXCAVATION | | | 0215 6005.35 171.000 LF | 33.00000 5643.00| 33.00000 5643.00| 35.55000 6079.05 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0216 6010.22 394.900 CY | 310.00000 122419.00| 310.00000 122419.00| 401.82000 158678.72 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0217 6010.26 709.600 CY | 270.00000 191592.00| 270.00000 191592.00| 343.53000 243768.89 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -36 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( 6 ) 2951 |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0218 6040.00 1.000 EACH| 40500.00000 40500.00| 40500.00000 40500.00| 52000.00000 52000.00 REMOVE STRUCTURE AT STA. 1214+39.23 | | | 0219 6080.00 1154.000 LB | 4.00000 4616.00| 4.00000 4616.00| 2.79000 3219.66 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0220 6105.01 17.000 TON | 35.00000 595.00| 35.00000 595.00| 35.00000 595.00 ROCK RIPRAP, TYPE A | | | 0221 6105.02 935.000 TON | 25.50000 23842.50| 25.50000 23842.50| 35.00000 32725.00 ROCK RIPRAP, TYPE B | | | 0222 6131.50 193735.000 LB | 0.64000 123990.40| 0.64000 123990.40| 0.63000 122053.05 EPOXY COATED REINFORCING STEEL | | | 0223 6210.50 5960.000 LF | 26.00000 154960.00| 26.00000 154960.00| 30.20000 179992.00 PIPE PILING | | | 0224 6310.00 4540.000 SF | 14.00000 63560.00| 14.00000 63560.00| 15.94000 72367.60 STEEL SHEET PILING | | | 0225 6404.00 334.000 LF | 61.00000 20374.00| 60.00000 20040.00| 55.48000 18530.32 PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0226 6510.55 52.000 LS | 11000.00000 11000.00| 11000.00000 11000.00| 22271.99000 22271.99 TEMPORARY BRIDGE SHORING | | | 0227 6510.60 71.000 LS | 10500.00000 10500.00| 10500.00000 10500.00| 12693.83000 12693.83 BRIDGE SHORING | | | 0228 6601.15 532.000 LF | 10.00000 5320.00| 10.00000 5320.00| 14.60000 7767.20 1 1/2" CONDUIT IN BRIDGE | | | 0229 8091.00 706.000 CY | 22.00000 15532.00| 22.00000 15532.00| 29.49000 20819.94 GRANULAR BACKFILL | | | SECTION TOTALS | $ 997,782.30| $ 997,448.30| $ 1,275,347.56 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 6A BRIDGE AT STA 218+00 224'-0" 3-SPAN ROLLED BEAM STEEL GIRDER BRIDGE | | | 0230 0030.60 LUMP| | | MOBILIZATION | | | 0231 1043.50 885.000 SY | | | RIPRAP FILTER FABRIC | | | 0232 3050.15 393.500 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0233 3051.10 40130.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0234 6000.10 255.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -37 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( 6 ) 2951 |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0235 6000.11 290.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0236 6000.60 545.000 LS | | | PIER NO.1 EXCAVATION | | | 0237 6000.61 565.000 LS | | | PIER NO.2 EXCAVATION | | | 0238 6005.35 179.400 LF | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0239 6005.78 18.000 EACH| | | EXPANSION BEARING, TFE TYPE | | | 0240 6005.83 18.000 EACH| | | FIXED BEARING | | | 0241 6010.22 761.700 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0242 6010.26 682.500 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0243 6071.12 525595.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 218+00.00 | | | 0244 6080.00 9795.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0245 6105.02 955.000 TON | | | ROCK RIPRAP, TYPE B | | | 0246 6131.50 222240.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0247 6139.50 144.000 SY | | | SUBSURFACE DRAINAGE MATTING | | | 0248 6210.50 9230.000 LF | | | PIPE PILING | | | 0249 6310.00 5280.000 SF | | | STEEL SHEET PILING | | | 0250 8091.00 940.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 6B BRIDGE AT STA 218+00 224'-0" 3-SPAN PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0251 0030.60 LUMP| 67210.72000 67210.72| 67210.00000 67210.00| 50000.00000 50000.00 MOBILIZATION | | | 0252 1043.50 885.000 SY | 3.00000 2655.00| 3.00000 2655.00| 1.95000 1725.75 RIPRAP FILTER FABRIC | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -38 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( 6 ) 2951 |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0253 3050.15 393.500 CY | 193.00000 75945.50| 193.00000 75945.50| 289.80000 114036.30 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0254 3051.10 40130.000 LB | 0.69000 27689.70| 0.69000 27689.70| 0.65000 26084.50 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0255 6000.10 255.000 LS | 3000.00000 3000.00| 3000.00000 3000.00| 12000.00000 12000.00 ABUTMENT NO.1 EXCAVATION | | | 0256 6000.11 290.000 LS | 3000.00000 3000.00| 3000.00000 3000.00| 12000.00000 12000.00 ABUTMENT NO.2 EXCAVATION | | | 0257 6000.60 545.000 LS | 10000.00000 10000.00| 10000.00000 10000.00| 8000.00000 8000.00 PIER NO.1 EXCAVATION | | | 0258 6000.61 565.000 LS | 10000.00000 10000.00| 10000.00000 10000.00| 8000.00000 8000.00 PIER NO.2 EXCAVATION | | | 0259 6005.35 179.400 LF | 33.00000 5920.20| 33.00000 5920.20| 34.54000 6196.48 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0260 6005.78 16.000 EACH| 300.00000 4800.00| 300.00000 4800.00| 366.12000 5857.92 EXPANSION BEARING, TFE TYPE | | | 0261 6005.83 32.000 EACH| 300.00000 9600.00| 300.00000 9600.00| 281.57000 9010.24 FIXED BEARING | | | 0262 6010.22 836.900 CY | 240.00000 200856.00| 240.00000 200856.00| 278.70000 233244.03 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0263 6010.26 775.500 CY | 300.00000 232650.00| 300.00000 232650.00| 353.22000 273922.11 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0264 6011.11 295.600 LS | 220000.00000 220000.00| 220000.00000 220000.00| 246000.00000 246000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 218+00.00 | | | 0265 6080.00 9795.000 LB | 2.00000 19590.00| 2.00000 19590.00| 2.23000 21842.85 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0266 6105.02 955.000 TON | 25.50000 24352.50| 25.50000 24352.50| 35.00000 33425.00 ROCK RIPRAP, TYPE B | | | 0267 6131.50 240755.000 LB | 0.63000 151675.65| 0.63000 151675.65| 0.65000 156490.75 EPOXY COATED REINFORCING STEEL | | | 0268 6139.50 144.000 SY | 22.00000 3168.00| 22.00000 3168.00| 22.15000 3189.60 SUBSURFACE DRAINAGE MATTING | | | 0269 6210.50 9380.000 LF | 26.00000 243880.00| 26.00000 243880.00| 29.16000 273520.80 PIPE PILING | | | 0270 6310.00 5280.000 SF | 14.00000 73920.00| 14.00000 73920.00| 15.22000 80361.60 STEEL SHEET PILING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -39 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( 6 ) 2951 |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0271 8091.00 940.000 CY | 20.00000 18800.00| 20.00000 18800.00| 29.49000 27720.60 GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,408,713.27| $ 1,408,712.55| $ 1,602,628.53 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 6C BRIDGE AT STA 289+82.07 246'-0" 3-SPAN PRESTRESSED GIRDER BRIDGE | | | 0272 0030.60 LUMP| 72012.71000 72012.71| 72012.00000 72012.00| 46000.00000 46000.00 MOBILIZATION | | | 0273 3050.15 392.600 CY | 192.00000 75379.20| 192.00000 75379.20| 259.49000 101875.77 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0274 3051.10 40045.000 LB | 0.69000 27631.05| 0.69000 27631.05| 0.61000 24427.45 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0275 6000.10 145.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 11000.00000 11000.00 ABUTMENT NO.1 EXCAVATION | | | 0276 6000.11 145.000 LS | 5000.00000 5000.00| 5000.00000 5000.00| 11000.00000 11000.00 ABUTMENT NO.2 EXCAVATION | | | 0277 6000.20 210.000 LS | 34000.00000 34000.00| 34000.00000 34000.00| 10000.00000 10000.00 PIER NO.1 EXCAVATION | | | 0278 6000.21 210.000 LS | 34000.00000 34000.00| 34000.00000 34000.00| 10000.00000 10000.00 PIER NO.2 EXCAVATION | | | 0279 6005.35 176.700 LF | 33.00000 5831.10| 33.00000 5831.10| 31.20000 5513.04 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0280 6005.78 32.000 EACH| 300.00000 9600.00| 300.00000 9600.00| 400.59000 12818.88 EXPANSION BEARING, TFE TYPE | | | 0281 6005.83 16.000 EACH| 300.00000 4800.00| 300.00000 4800.00| 324.02000 5184.32 FIXED BEARING | | | 0282 6010.22 874.000 CY | 300.00000 262200.00| 300.00000 262200.00| 198.76000 173716.24 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0283 6010.26 826.700 CY | 300.00000 248010.00| 300.00000 248010.00| 303.72000 251085.32 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0284 6011.11 350.000 LS | 255000.00000 255000.00| 255000.00000 255000.00| 269000.00000 269000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 289+82.07 | | | 0285 6107.00 1726.000 SY | 31.00000 53506.00| 31.00000 53506.00| 39.42000 68038.92 CONCRETE SLOPE PROTECTION | | | 0286 6131.50 305245.000 LB | 0.64000 195356.80| 0.64000 195356.80| 0.61000 186199.45 EPOXY COATED REINFORCING STEEL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -40 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( 6 ) 2951 |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0287 6139.50 114.100 SY | 30.00000 3423.00| 30.00000 3423.00| 35.14000 4009.47 SUBSURFACE DRAINAGE MATTING | | | 0288 6210.50 10540.000 LF | 26.00000 274040.00| 26.00000 274040.00| 27.69000 291852.60 PIPE PILING | | | 0289 8091.00 265.000 CY | 20.00000 5300.00| 20.00000 5300.00| 26.67000 7067.55 GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,570,089.86| $ 1,570,089.15| $ 1,488,789.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 6D BRIDGE AT STA 289+82.07 246'-0" 3-SPAN ROLLED BEAM STEEL GIRDER BRIDGE | | | 0290 0030.60 LUMP| | | MOBILIZATION | | | 0291 3050.15 392.600 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0292 3051.10 40045.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0293 6000.10 145.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0294 6000.11 145.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0295 6000.20 210.000 LS | | | PIER NO.1 EXCAVATION | | | 0296 6000.21 210.000 LS | | | PIER NO.2 EXCAVATION | | | 0297 6005.35 176.700 LF | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0298 6005.78 24.000 EACH| | | EXPANSION BEARING, TFE TYPE | | | 0299 6005.83 8.000 EACH| | | FIXED BEARING | | | 0300 6010.22 873.700 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0301 6010.26 725.800 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0302 6071.12 566671.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 289+82.07 | | | 0303 6107.00 1729.000 SY | | | CONCRETE SLOPE PROTECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -41 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( 6 ) 2951 |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0304 6131.50 282605.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0305 6139.50 114.100 SY | | | SUBSURFACE DRAINAGE MATTING | | | 0306 6210.50 10040.000 LF | | | PIPE PILING | | | 0307 8091.00 265.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 7 GUARDRAIL | | | 0308 0030.70 LUMP| 650.00000 650.00| 50.00000 50.00| 257.94000 257.94 MOBILIZATION | | | 0309 7011.20 300.000 LF | 12.50000 3750.00| 12.50000 3750.00| 13.22000 3966.00 W-BEAM GUARDRAIL | | | 0310 7020.00 4.000 EACH| 1650.00000 6600.00| 1650.00000 6600.00| 1711.67000 6846.68 BRIDGE APPROACH SECTIONS | | | 0311 7024.27 4.000 EACH| 1400.00000 5600.00| 1400.00000 5600.00| 1508.41000 6033.64 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 16,600.00| $ 16,000.00| $ 17,104.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 GROUP 8B ELECTRICAL | | | 0312 0003.75 1.000 EACH| 9500.00000 9500.00| 9500.00000 9500.00| 9801.59000 9801.59 TEMPORARY TRAFFIC SIGNAL | | | 0313 0030.81 LUMP| 6115.00000 6115.00| 2960.00000 2960.00| 3052.94000 3052.94 MOBILIZATION | | | 0314 A001.01 46.000 EACH| 415.00000 19090.00| 415.00000 19090.00| 428.17000 19695.82 PULL BOX, TYPE PB-1 | | | 0315 A001.02 21.000 EACH| 350.00000 7350.00| 350.00000 7350.00| 361.11000 7583.31 PULL BOX, TYPE PB-1A | | | 0316 A001.06 2.000 EACH| 600.00000 1200.00| 600.00000 1200.00| 619.05000 1238.10 PULL BOX, TYPE PB-2A | | | 0317 A001.12 12.000 EACH| 300.00000 3600.00| 300.00000 3600.00| 309.52000 3714.24 PULL BOX, TYPE PB-5 | | | 0318 A001.16 7.000 EACH| 350.00000 2450.00| 350.00000 2450.00| 361.11000 2527.77 PULL BOX, TYPE PB-6 | | | 0319 A003.10 14.000 EACH| 650.00000 9100.00| 650.00000 9100.00| 670.64000 9388.96 TRAFFIC SIGNAL, TYPE TS-1 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -42 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( 6 ) 2951 |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 A004.40 4.000 EACH| 650.00000 2600.00| 650.00000 2600.00| 670.64000 2682.56 TRAFFIC SIGNAL, TYPE TS-2 | | | 0321 A006.14 8.000 EACH| 550.00000 4400.00| 550.00000 4400.00| 567.46000 4539.68 PEDESTRIAN SIGNAL, TYPE PS-1 | | | 0322 A006.70 4.000 EACH| 150.00000 600.00| 150.00000 600.00| 154.76000 619.04 PEDESTRIAN PUSHBUTTON, TYPE PPB | | | 0323 A006.84 4.000 EACH| 700.00000 2800.00| 700.00000 2800.00| 722.22000 2888.88 PEDESTAL POLE, TYPE PP-10 | | | 0324 A006.98 76.000 EACH| 275.00000 20900.00| 275.00000 20900.00| 283.73000 21563.48 VEHICLE DETECTOR, TYPE A PREFORMED | | | 0325 A007.00 42.000 EACH| 300.00000 12600.00| 300.00000 12600.00| 309.52000 12999.84 VEHICLE DETECTOR, TYPE B PREFORMED | | | 0326 A007.08 2.000 EACH| 450.00000 900.00| 450.00000 900.00| 464.29000 928.58 VEHICLE DETECTOR, TYPE TD-3 | | | 0327 A008.99 77.000 EACH| 1300.00000 100100.00| 1300.00000 100100.00| 1341.27000 103277.79 STREET LIGHTING UNIT, TYPE | | | SL-BT-40-12-0.25 | | | 0328 A010.60 3.000 EACH| 500.00000 1500.00| 500.00000 1500.00| 515.87000 1547.61 UNDERDECK LUMINAIRE, TYPE UD-100 | | | 0329 A011.40 2.000 EACH| 4400.00000 8800.00| 4400.00000 8800.00| 4539.68000 9079.36 COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-35-12 | | | 0330 A012.60 3.000 EACH| 6000.00000 18000.00| 6000.00000 18000.00| 6190.48000 18571.44 COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE TYPE CMP-50-12 | | | 0331 A012.90 1.000 EACH| 6300.00000 6300.00| 6300.00000 6300.00| 6500.00000 6500.00 COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-60-12 | | | 0332 A016.50 1.000 EACH| 3500.00000 3500.00| 3500.00000 3500.00| 3611.11000 3611.11 MAST ARM SIGNAL POLE, TYPE MP-30 | | | 0333 A020.30 7.000 EACH| 1250.00000 8750.00| 1250.00000 8750.00| 1289.68000 9027.76 LIGHTING CONTROL CENTER, TYPE R | | | 0334 A070.10 20360.000 LF | 2.00000 40720.00| 2.00000 40720.00| 2.06000 41941.60 1 1/2-INCH CONDUIT IN TRENCH | | | 0335 A070.14 2606.000 LF | 2.50000 6515.00| 2.50000 6515.00| 2.58000 6723.48 2-INCH CONDUIT IN TRENCH | | | 0336 A070.18 345.000 LF | 3.50000 1207.50| 3.50000 1207.50| 3.61000 1245.45 3-INCH CONDUIT IN TRENCH | | | 0337 A072.10 2474.000 LF | 2.10000 5195.40| 2.10000 5195.40| 2.17000 5368.58 1 1/2-INCH CONDUIT UNDER ROADWAY | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -43 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( 6 ) 2951 |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0338 A072.14 832.000 LF | 2.60000 2163.20| 2.60000 2163.20| 2.68000 2229.76 2-INCH CONDUIT UNDER ROADWAY | | | 0339 A072.18 1416.000 LF | 3.00000 4248.00| 3.00000 4248.00| 3.10000 4389.60 3-INCH CONDUIT UNDER ROADWAY | | | 0340 A077.12 519.000 LF | 0.30000 155.70| 0.30000 155.70| 0.31000 160.89 2/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0341 A077.13 1826.000 LF | 0.35000 639.10| 0.35000 639.10| 0.36000 657.36 3/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0342 A077.22 1297.000 LF | 1.10000 1426.70| 1.10000 1426.70| 1.13000 1465.61 12/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0343 A079.01 4644.000 LF | 0.30000 1393.20| 0.30000 1393.20| 0.31000 1439.64 2/C #14 AWG DETECTOR LEAD-IN CABLE | | | 0344 A079.50 2520.000 LF | 0.30000 756.00| 0.30000 756.00| 0.31000 781.20 GROUNDING CONDUCTOR | | | 0345 A079.55 400.000 LF | 1.00000 400.00| 1.00000 400.00| 1.03000 412.00 SERVICE CABLE | | | 0346 A080.10 38210.000 LF | 0.60000 22926.00| 0.60000 22926.00| 0.62000 23690.20 STREET LIGHTING CABLE, NO. 2 USE | | | 0347 A080.22 23187.000 LF | 0.55000 12752.85| 0.55000 12752.85| 0.57000 13216.59 STREET LIGHTING CABLE, NO. 6 BARE | | | 0348 A080.24 38164.000 LF | 0.70000 26714.80| 0.70000 26714.80| 0.72000 27478.08 STREET LIGHTING CABLE, NO. 6 USE | | | 0349 A500.20 2.000 EACH| 2000.00000 4000.00| 2000.00000 4000.00| 2063.49000 4126.98 INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | | TC-170 | | | 0350 A610.00 1.000 EACH| 2616.00000 2616.00| 2620.00000 2620.00| 2699.05000 2699.05 REMOVE TRAFFIC SIGNAL AT US-81 & NOBES | | | ROAD | | | 0351 A620.02 1.000 EACH| 50.00000 50.00| 50.00000 50.00| 51.59000 51.59 REMOVE LIGHTING CONTROL CENTER | | | 0352 A630.10 32.000 EACH| 100.00000 3200.00| 100.00000 3200.00| 103.17000 3301.44 REMOVE LIGHT FOUNDATION | | | 0353 A700.20 28.000 EACH| 500.00000 14000.00| 500.00000 14000.00| 515.87000 14444.36 RELOCATE STREET LIGHTING UNIT TYPE "A" | | | 0354 A700.21 8.000 EACH| 400.00000 3200.00| 400.00000 3200.00| 412.70000 3301.60 RELOCATE STREET LIGHTING UNIT TYPE "B" | | | SECTION TOTALS | $ 404,434.45| $ 401,283.45| $ 413,964.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 GROUP 10 GENERAL ITEMS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F19 -44 TABULATION OF BIDS CALL ORDER : F19 CONTRACT ID : 4578X COUNTIES : YORK LETTING DATE : 01/29/04 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 3652 |( 6 ) 2951 |JENSEN CO., INC./IRVING F. |CEDAR VALLEY CORP. AND SUBS |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0355 0001.08 76325.000 BDAY| 0.50000 38162.50| 0.50000 38162.50| 0.50000 38162.50 BARRICADE, TYPE II | | | 0356 0001.10 27638.000 BDAY| 0.70000 19346.60| 1.00000 27638.00| 0.72000 19899.36 BARRICADE, TYPE III | | | 0357 0001.75 800.000 EACH| 2.00000 1600.00| 2.00000 1600.00| 2.06000 1648.00 TEMPORARY SIGN DAY | | | 0358 0001.90 36145.000 EACH| 0.30000 10843.50| 0.50000 18072.50| 0.31000 11204.95 SIGN DAY | | | 0359 0001.99 17426.000 EACH| 0.65000 11326.90| 0.75000 13069.50| 0.67000 11675.42 CONTRACTOR FURNISHED SIGN DAY | | | 0360 0002.30 15900.000 LF | 0.25000 3975.00| 0.50000 7950.00| 0.26000 4134.00 PAVEMENT MARKING REMOVAL | | | 0361 0002.39 55200.000 LF | 0.75000 41400.00| 1.15000 63480.00| 0.77000 42504.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0362 0002.47 18000.000 LF | 0.55000 9900.00| 0.50000 9000.00| 0.57000 10260.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0363 0002.97 1237.000 DAY | 18.00000 22266.00| 25.00000 30925.00| 18.57000 22971.09 FLASHING ARROW PANEL | | | 0364 0003.10 100.000 DAY | 300.00000 30000.00| 265.00000 26500.00| 318.76000 31876.00 FLAGGING | | | 0365 0003.50 550.000 LF | 43.00000 23650.00| 35.00000 19250.00| 34.50000 18975.00 CONCRETE PROTECTION BARRIER | | | 0366 0003.56 462.500 LF | 8.00000 3700.00| 6.00000 2775.00| 6.45000 2983.13 RELOCATE CONCRETE PROTECTION BARRIER | | | 0367 0003.70 12.000 EACH| 375.00000 4500.00| 750.00000 9000.00| 386.91000 4642.92 TEMPORARY RUMBLE STRIP | | | 0368 0003.75 2.000 EACH| 6000.00000 12000.00| 7000.00000 14000.00| 12380.95000 24761.90 TEMPORARY TRAFFIC SIGNAL | | | 0369 0010.04 1.000 EACH| 20000.00000 20000.00| 7500.00000 7500.00| 12000.00000 12000.00 FIELD OFFICE | | | 0370 0020.00 3000.000 HOUR| 0.80000 2400.00| 0.80000 2400.00| 0.80000 2400.00 TRAINING | | | 0371 0030.00 LUMP| 22500.00000 22500.00| 2500.00000 2500.00| 37000.00000 37000.00 MOBILIZATION | | | 0372 1017.00 18.520 LS | 190000.00000 190000.00| 225000.00000 225000.00| 207000.00000 207000.00 CONSTRUCTION STAKING AND SURVEYING | | | 0373 7502.14 17150.000 LF | 2.10000 36015.00| 2.50000 42875.00| 2.17000 37215.50 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4, GROOVED | | | SECTION TOTALS | $ 503,585.50| $ 561,697.50| $ 541,313.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 21,067,354.81| $ 22,162,700.20| $ 23,333,228.08 ====================================================================================================================================
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