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06/18/2004
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June 17, 2004 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : 2 VENDOR RANKING CALL ORDER : N01 CONTRACT ID : 1880X COUNTIES : CASS SAUNDERS LETTING DATE : 06/17/04 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : S-66-6(1006) N-66, ASHLAND SOUTH AND EAST -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 4,732,948.09 100.0000% 2 0574 CONSTRUCTORS, INC. $ 4,775,269.20 100.8942% 3 0086 HENNINGSEN CONST., INC. $ 4,789,715.87 101.1994% 4 1661 U.S. ASPHALT CO. $ 4,848,575.81 102.4430% 5 3312 PAVERS COMPANIES $ 5,211,000.00 110.1005% 6 2951 AMES CONSTRUCTION, INC. $ 5,388,000.00 113.8403% NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : N01 -3 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1880X COUNTIES : CASS SAUNDERS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0574 |( 3 ) 0086 |DOBSON BROTHERS CONSTRUCTIO |CONSTRUCTORS, INC. |HENNINGSEN CONST., 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| 55000.00000 55000.00| 92700.00000 92700.00 MOBILIZATION | | | 0002 1000.00 157.000 EACH| 250.00000 39250.00| 101.00000 15857.00| 257.50000 40427.50 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 35750.00000 35750.00| 33500.00000 33500.00| 36822.50000 36822.50 GENERAL CLEARING AND GRUBBING | | | 0004 1010.00 268676.000 m3 | 1.29000 346592.04| 1.58000 424508.08| 1.33000 357339.08 EXCAVATION | | | 0005 1010.01 14920.000 m3 | 1.29000 19246.80| 0.70000 10444.00| 1.33000 19843.60 EXCAVATION (ESTABLISHED QUANTITY) | | | 0006 1010.10 324669.000 m3 | 2.14000 694791.66| 2.21000 717518.49| 2.20000 714271.80 EXCAVATION, BORROW | | | 0007 1011.00 11035.000 kL | 2.00000 22070.00| 2.00000 22070.00| 2.00000 22070.00 WATER | | | 0008 1012.00 200.000 EACH| 60.00000 12000.00| 75.30000 15060.00| 61.80000 12360.00 RIGHT-OF-WAY MARKERS | | | 0009 1043.50 415.000 m2 | 2.60000 1079.00| 10.00000 4150.00| 2.68000 1112.20 RIPRAP FILTER FABRIC | | | 0010 1102.00 465.000 m2 | 5.16000 2399.40| 4.30000 1999.50| 7.21000 3352.65 REMOVE ASPHALT SURFACE | | | 0011 1106.00 2389.000 m2 | 3.00000 7167.00| 3.00000 7167.00| 3.09000 7382.01 REMOVE DRIVEWAY | | | 0012 1109.00 700.000 m | 8.88000 6216.00| 12.00000 8400.00| 5.15000 3605.00 REMOVE CURB | | | 0013 1122.01 1275.000 m2 | 2.00000 2550.00| 6.50000 8287.50| 5.15000 6566.25 REMOVE CONCRETE MEDIAN SURFACING | | | 0014 1143.00 197.800 m | 16.50000 3263.70| 24.10000 4766.98| 17.00000 3362.60 REMOVE DRIVEWAY CULVERT PIPE | | | 0015 1701.24 254.000 m | 52.50000 13335.00| 60.25000 15303.50| 54.08000 13736.32 600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0016 1701.30 33.000 m | 82.50000 2722.50| 85.35000 2816.55| 84.98000 2804.34 750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0017 1701.36 88.200 m | 100.00000 8820.00| 100.40000 8855.28| 103.00000 9084.60 900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : N01 -4 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1880X COUNTIES : CASS SAUNDERS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0574 |( 3 ) 0086 |DOBSON BROTHERS CONSTRUCTIO |CONSTRUCTORS, INC. |HENNINGSEN CONST., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 6105.02 2945.000 Mg | 23.50000 69207.50| 2.50000 7362.50| 24.21000 71298.45 ROCK RIPRAP, TYPE B | | | 0019 7017.00 42.500 m | 8.00000 340.00| 10.00000 425.00| 8.24000 350.20 REMOVE GUARDRAIL | | | 0020 7308.10 2.000 EACH| 250.00000 500.00| 50.20000 100.40| 257.50000 515.00 REMOVE SIGN | | | 0021 L006.00 37.000 ha | 150.00000 5550.00| 150.60000 5572.20| 154.50000 5716.50 COVER CROP SEEDING | | | 0022 L020.01 45181.500 m2 | 4.50000 203316.75| 4.52000 204220.38| 4.64000 209642.16 EROSION CONTROL, TYPE A | | | 0023 L020.08 8541.000 m2 | 5.10000 43559.10| 5.10000 43559.10| 5.25000 44840.25 EROSION CONTROL, TYPE AA | | | 0024 L020.09 10739.500 m2 | 9.75000 104710.13| 9.75000 104710.13| 10.04000 107824.58 EROSION CONTROL, TYPE AAA | | | 0025 L020.10 74431.500 m2 | 1.32000 98249.58| 1.32000 98249.58| 1.36000 101226.84 EROSION CONTROL, TYPE HV | | | 0026 L021.01 678.000 BALE| 22.75000 15424.50| 22.75000 15424.50| 23.43000 15885.54 EROSION CHECKS, TYPE A | | | 0027 L021.06 804.000 BALE| 16.00000 12864.00| 16.05000 12904.20| 16.48000 13249.92 EROSION CHECKS, TYPE HV | | | 0028 L021.21 102.000 BALE| 23.75000 2422.50| 23.85000 2432.70| 24.46000 2494.92 EROSION CHECKS, TYPE AA | | | 0029 L021.22 66.000 BALE| 36.00000 2376.00| 36.15000 2385.90| 37.08000 2447.28 EROSION CHECKS, TYPE AAA | | | 0030 L022.11 2125.000 m | 7.20000 15300.00| 7.20000 15300.00| 7.42000 15767.50 FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 1,941,073.16| $ 1,868,350.47| $ 1,938,099.59 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0031 0030.40 LUMP| 50000.00000 50000.00| 10500.00000 10500.00| 10300.00000 10300.00 MOBILIZATION | | | 0032 1043.50 644.000 m2 | 2.40000 1545.60| 2.40000 1545.60| 2.47000 1590.68 RIPRAP FILTER FABRIC | | | 0033 4004.50 240.000 kg | 5.51000 1322.40| 5.50000 1320.00| 5.68000 1363.20 CAST IRON GRATE AND FRAME | | | 0034 4035.00 19.000 EACH| 100.00000 1900.00| 100.00000 1900.00| 103.00000 1957.00 REMOVE FLARED-END SECTION | | | 0035 4040.00 6.000 EACH| 150.00000 900.00| 150.00000 900.00| 154.50000 927.00 REMOVE HEADWALLS FROM CULVERTS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : N01 -5 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1880X COUNTIES : CASS SAUNDERS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0574 |( 3 ) 0086 |DOBSON BROTHERS CONSTRUCTIO |CONSTRUCTORS, INC. |HENNINGSEN CONST., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 4043.00 244.900 m | 16.40000 4016.36| 16.40000 4016.36| 16.89000 4136.36 REMOVE CULVERT PIPE | | | 0037 4050.01 3253.000 m3 | 7.85000 25536.05| 7.85000 25536.05| 8.09000 26316.77 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0038 4051.01 1661.000 m3 | 7.85000 13038.85| 7.85000 13038.85| 8.09000 13437.49 EXCAVATION FOR BOX CULVERTS | | | 0039 4100.06 16.300 m3 | 523.00000 8524.90| 525.00000 8557.50| 538.69000 8780.65 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | HEADWALL | | | 0040 4101.06 797.840 m3 | 320.45000 255667.83| 321.00000 256106.64| 330.06000 263335.07 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0041 4105.59 1.800 m3 | 523.00000 941.40| 525.00000 945.00| 538.69000 969.64 CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0042 4150.00 687.000 kg | 2.20000 1511.40| 2.20000 1511.40| 2.27000 1559.49 REINFORCING STEEL FOR HEADWALL | | | 0043 4151.00 48273.000 kg | 1.39000 67099.47| 1.40000 67582.20| 1.43000 69030.39 REINFORCING STEEL FOR BOX CULVERT | | | 0044 4155.50 53.000 kg | 2.20000 116.60| 2.20000 116.60| 2.27000 120.31 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0045 4310.24 5.000 EACH| 250.00000 1250.00| 250.00000 1250.00| 257.50000 1287.50 600 mm FLARED-END SECTION | | | 0046 4310.30 2.000 EACH| 350.00000 700.00| 350.00000 700.00| 360.50000 721.00 750 mm FLARED-END SECTION | | | 0047 4310.36 5.000 EACH| 470.00000 2350.00| 470.00000 2350.00| 484.10000 2420.50 900 mm FLARED-END SECTION | | | 0048 4310.42 2.000 EACH| 650.00000 1300.00| 650.00000 1300.00| 669.50000 1339.00 1050 mm FLARED-END SECTION | | | 0049 4310.48 3.000 EACH| 725.00000 2175.00| 725.00000 2175.00| 746.75000 2240.25 1200 mm FLARED-END SECTION | | | 0050 4310.54 2.000 EACH| 805.00000 1610.00| 805.00000 1610.00| 829.15000 1658.30 1350 mm FLARED-END SECTION | | | 0051 4310.60 2.000 EACH| 890.00000 1780.00| 890.00000 1780.00| 916.70000 1833.40 1500 mm FLARED-END SECTION | | | 0052 4900.24 3.000 EACH| 375.00000 1125.00| 375.00000 1125.00| 386.25000 1158.75 AREA INLET SEDIMENT FILTER | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : N01 -6 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1880X COUNTIES : CASS SAUNDERS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0574 |( 3 ) 0086 |DOBSON BROTHERS CONSTRUCTIO |CONSTRUCTORS, INC. |HENNINGSEN CONST., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 6105.01 52.000 Mg | 30.00000 1560.00| 30.00000 1560.00| 30.90000 1606.80 ROCK RIPRAP, TYPE A | | | 0054 6105.03 881.000 Mg | 30.00000 26430.00| 30.00000 26430.00| 30.90000 27222.90 ROCK RIPRAP, TYPE C | | | 0055 P200.42 26.800 m | 243.00000 6512.40| 244.00000 6539.20| 250.29000 6707.77 1050 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0056 P200.48 127.800 m | 272.00000 34761.60| 272.00000 34761.60| 280.16000 35804.45 1200 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0057 P200.54 24.000 m | 341.00000 8184.00| 341.00000 8184.00| 351.23000 8429.52 1350 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0058 P200.60 50.500 m | 380.00000 19190.00| 381.00000 19240.50| 391.40000 19765.70 1500 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0059 P200.66 69.000 m | 476.00000 32844.00| 476.00000 32844.00| 490.28000 33829.32 1650 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0060 P300.36 17.500 m | 148.00000 2590.00| 148.00000 2590.00| 152.44000 2667.70 900 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0061 P300.48 19.000 m | 217.00000 4123.00| 217.00000 4123.00| 223.51000 4246.69 1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0062 P400.24 115.300 m | 108.00000 12452.40| 108.00000 12452.40| 111.24000 12825.97 600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0063 P400.30 34.600 m | 144.00000 4982.40| 144.00000 4982.40| 148.32000 5131.87 750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0064 P400.36 59.600 m | 174.00000 10370.40| 174.00000 10370.40| 179.22000 10681.51 900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | SECTION TOTALS | $ 608,411.06| $ 569,943.70| $ 585,402.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 5 SEEDING | | | 0065 0030.50 LUMP| 10000.00000 10000.00| 10500.00000 10500.00| 10300.00000 10300.00 MOBILIZATION | | | 0066 L001.01 27.000 ha | 1212.00000 32724.00| 1212.00000 32724.00| 1248.36000 33705.72 SEEDING, TYPE A | | | 0067 L001.02 10.000 ha | 891.00000 8910.00| 891.00000 8910.00| 917.73000 9177.30 SEEDING, TYPE B | | | 0068 L020.07 12702.000 m2 | 3.52000 44711.04| 3.52000 44711.04| 3.63000 46108.26 EROSION CONTROL, TYPE B-1 | | | 0069 L032.75 185.000 Mg | 80.00000 14800.00| 80.00000 14800.00| 82.40000 15244.00 MULCH | | | SECTION TOTALS | $ 111,145.04| $ 111,645.04| $ 114,535.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 7 GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : N01 -7 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1880X COUNTIES : CASS SAUNDERS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0574 |( 3 ) 0086 |DOBSON BROTHERS CONSTRUCTIO |CONSTRUCTORS, INC. |HENNINGSEN CONST., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 0030.70 LUMP| 1500.00000 1500.00| 1000.00000 1000.00| 875.50000 875.50 MOBILIZATION | | | 0071 7011.20 228.600 m | 73.00000 16687.80| 73.00000 16687.80| 77.25000 17659.35 W-BEAM GUARDRAIL | | | 0072 7023.00 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| 2060.00000 2060.00 TERMINAL ANCHORAGE SECTIONS | | | 0073 7024.27 2.000 EACH| 1900.00000 3800.00| 1900.00000 3800.00| 2060.00000 4120.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 23,787.80| $ 23,287.80| $ 24,714.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 8B ELECTRICAL | | | 0074 0030.82 LUMP| 2959.00000 2959.00| 3000.00000 3000.00| 3090.00000 3090.00 MOBILIZATION | | | 0075 A001.12 2.000 EACH| 350.00000 700.00| 350.00000 700.00| 360.50000 721.00 PULL BOX, TYPE PB-5 | | | 0076 A001.16 1.000 EACH| 388.00000 388.00| 388.00000 388.00| 399.64000 399.64 PULL BOX, TYPE PB-6 | | | 0077 A009.16 10.000 EACH| 1760.00000 17600.00| 1760.00000 17600.00| 1812.80000 18128.00 STREET LIGHTING UNIT, TYPE SL-BT-12.2-3 | | | 7-0.20 | | | 0078 A020.10 2.000 EACH| 998.00000 1996.00| 998.00000 1996.00| 1027.94000 2055.88 LIGHTING CONTROL CENTER, TYPE D | | | 0079 A070.10 442.000 m | 8.00000 3536.00| 8.00000 3536.00| 8.24000 3642.08 38 mm CONDUIT IN TRENCH | | | 0080 A072.10 62.000 m | 8.50000 527.00| 8.50000 527.00| 8.76000 543.12 38 mm CONDUIT UNDER ROADWAY | | | 0081 A074.12 8.000 m | 35.00000 280.00| 35.00000 280.00| 36.05000 288.40 38 mm CONDUIT, JACKED | | | 0082 A080.22 557.000 m | 1.40000 779.80| 1.40000 779.80| 1.44000 802.08 STREET LIGHTING CABLE, NO. 6 BARE | | | 0083 A080.24 1114.000 m | 1.70000 1893.80| 1.70000 1893.80| 1.75000 1949.50 STREET LIGHTING CABLE, NO. 6 USE | | | SECTION TOTALS | $ 30,659.60| $ 30,700.60| $ 31,619.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 9 BITUMINOUS | | | 0084 0002.55 52.680 StaM| 27.00000 1422.36| 27.10000 1427.63| 27.81000 1465.03 OVERLAY BROKEN LINES | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : N01 -8 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1880X COUNTIES : CASS SAUNDERS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0574 |( 3 ) 0086 |DOBSON BROTHERS CONSTRUCTIO |CONSTRUCTORS, INC. |HENNINGSEN CONST., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 0003.50 53.340 m | 99.38000 5300.93| 195.00000 10401.30| 92.70000 4944.62 CONCRETE PROTECTION BARRIER | | | 0086 0030.90 LUMP| 175000.00000 175000.00| 95000.00000 95000.00| 72100.00000 72100.00 MOBILIZATION | | | 0087 1020.03 48.000 EACH| 11.50000 552.00| 11.55000 554.40| 11.85000 568.80 DELINEATOR, TYPE III | | | 0088 1020.20 32.000 EACH| 17.00000 544.00| 17.00000 544.00| 17.51000 560.32 INSTALL CHEVRONS | | | 0089 2009.52 6515.000 m2 | 0.50000 3257.50| 0.95000 6189.25| 0.31000 2019.65 CRUSHED ROCK EMBEDMENT | | | 0090 2010.03 824.000 Mg | 21.40000 17633.60| 18.10000 14914.40| 15.45000 12730.80 CRUSHED ROCK SURFACE COURSE | | | 0091 2021.00 14.000 EACH| 40.00000 560.00| 40.15000 562.10| 41.20000 576.80 MAILBOX POST | | | 0092 3008.05 854.000 EACH| 7.05000 6020.70| 6.75000 5764.50| 7.21000 6157.34 TIE BARS | | | 0093 3012.04 28.000 m | 42.29000 1184.12| 73.25000 2051.00| 61.29000 1716.12 CONCRETE CLASS 47B-25 MEDIAN CURB | | | 0094 3017.40 42.600 m2 | 24.81000 1056.91| 45.50000 1938.30| 36.57000 1557.88 CONCRETE CLASS 47B-20 MEDIAN SURFACING | | | 0095 3019.24 1.000 EACH| 465.96000 465.96| 425.00000 425.00| 721.00000 721.00 CONCRETE CLASS 47B-25 ISLAND NOSE | | | 0096 3020.24 412.000 m2 | 39.74000 16372.88| 36.70000 15120.40| 34.51000 14218.12 CONCRETE CLASS 47B-25 DRIVEWAY | | | 0097 3075.42 2456.000 m2 | 42.09000 103373.04| 34.90000 85714.40| 38.83000 95366.48 230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0098 3300.41 80.000 m2 | 36.25000 2900.00| 36.60000 2928.00| 36.05000 2884.00 CONCRETE PAD | | | 0099 4024.65 1.000 EACH| 1920.85000 1920.85| 1800.00000 1800.00| 1545.00000 1545.00 CONCRETE FLUME | | | 0100 7500.32 6.000 EACH| 220.00000 1320.00| 220.00000 1320.00| 226.60000 1359.60 ARROW, PREFORMED PAVEMENT MARKING, TYPE | | | 4 | | | 0101 7502.04 175.000 m | 6.60000 1155.00| 6.60000 1155.00| 6.80000 1190.00 100 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4 | | | 0102 7502.14 450.000 m | 7.70000 3465.00| 7.70000 3465.00| 7.93000 3568.50 100 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : N01 -9 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1880X COUNTIES : CASS SAUNDERS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0574 |( 3 ) 0086 |DOBSON BROTHERS CONSTRUCTIO |CONSTRUCTORS, INC. |HENNINGSEN CONST., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0103 7503.04 1800.000 m | 6.60000 11880.00| 6.60000 11880.00| 6.80000 12240.00 100 mm YELLOW PREFORMED PAVEMENT | | | MARKING, TYPE 4 | | | 0104 7503.14 2375.000 m | 7.70000 18287.50| 7.70000 18287.50| 7.93000 18833.75 100 mm YELLOW PREFORMED PAVEMENT | | | MARKING, TYPE 4, GROOVED | | | 0105 7508.14 180.000 m | 23.00000 4140.00| 23.00000 4140.00| 23.69000 4264.20 300 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | 0106 7509.04 180.000 m | 21.00000 3780.00| 21.00000 3780.00| 21.63000 3893.40 300 mm YELLOW PREFORMED PAVEMENT | | | MARKING, TYPE 4 | | | 0107 8022.30 2945.000 Mg | 62.70000 184651.50| 70.00000 206150.00| 72.10000 212334.50 CEMENT KILN DUST | | | 0108 8029.04 2457.000 m2 | 4.53000 11130.21| 5.50000 13513.50| 14.42000 35429.94 AGGREGATE FOUNDATION COURSE 100 mm | | | 0109 8029.84 28279.000 m2 | 1.94000 54861.26| 2.55000 72111.45| 1.63000 46094.77 BITUMINOUS FOUNDATION COURSE 100 mm | | | 0110 8101.50 72068.000 m2 | 1.56000 112426.08| 2.82000 203231.76| 1.24000 89364.32 STABILIZED SUBGRADE | | | 0111 8101.51 1100.000 kL | 2.93000 3223.00| 2.60000 2860.00| 2.00000 2200.00 WATER FOR STABILIZED SUBGRADE | | | 0112 9005.00 200.000 Mg | 31.60000 6320.00| 58.00000 11600.00| 56.65000 11330.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SPS | | | 0113 9005.23 6990.000 Mg | 17.66000 123443.40| 18.60000 130014.00| 19.44000 135885.60 ASPHALTIC CONCRETE, TYPE SPS | | | 0114 9005.55 22790.000 Mg | 21.95000 500240.50| 24.25000 552657.50| 26.08000 594363.20 ASPHALTIC CONCRETE, TYPE SP5(12.5) | | | 0115 9009.00 2790.000 m2 | 1.45000 4045.50| 5.00000 13950.00| 1.55000 4324.50 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0116 9021.03 377.460 Mg | 215.00000 81153.90| 212.00000 80021.52| 212.00000 80021.52 PERFORMANCE GRADED BINDER (58-28) | | | 0117 9021.04 1230.660 Mg | 270.00000 332278.20| 290.00000 356891.40| 270.00000 332278.20 PERFORMANCE GRADED BINDER (70-28) | | | 0118 9030.00 34.000 m | 21.60000 734.40| 15.00000 510.00| 20.60000 700.40 CONSTRUCTING ASPHALTIC CONCRETE CURB | | | 0119 9034.00 2790.000 m2 | 1.15000 3208.50| 2.20000 6138.00| 0.77000 2148.30 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : N01 -10 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1880X COUNTIES : CASS SAUNDERS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0574 |( 3 ) 0086 |DOBSON BROTHERS CONSTRUCTIO |CONSTRUCTORS, INC. |HENNINGSEN CONST., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 9053.00 41060.000 L | 0.25000 10265.00| 0.20000 8212.00| 0.26000 10675.60 TACK COAT | | | 0121 9111.00 468.000 kL | 2.48000 1160.64| 2.00000 936.00| 2.00000 936.00 WATER | | | 0122 9140.00 3.340 StaM| 135.00000 450.90| 125.00000 417.50| 135.96000 454.11 JOINT SEALING - ASPHALT TO CONCRETE | | | 0123 9170.00 125.355 StaM| 125.03000 15673.14| 120.50000 15105.28| 154.50000 19367.35 EARTH SHOULDER CONSTRUCTION | | | 0124 9173.20 6600.000 m2 | 0.72000 4752.00| 1.80000 11880.00| 2.73000 18018.00 SUBGRADE PREPARATION | | | 0125 9179.34 31190.000 m2 | 1.70000 53023.00| 2.00000 62380.00| 2.53000 78910.70 COLD MILLING, CLASS 4 | | | 0126 9188.50 583.000 m2 | 15.75000 9182.25| 19.00000 11077.00| 30.90000 18014.70 SURFACING UNDER GUARDRAIL | | | 0127 9300.52 3.690 LS | 3000.00000 3000.00| 2500.00000 2500.00| 1545.00000 1545.00 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 1,896,815.73| $ 2,051,519.09| $ 1,958,878.12 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 10 GENERAL ITEMS | | | 0128 0001.08 7680.000 BDAY| 0.50000 3840.00| 0.50000 3840.00| 0.50000 3840.00 BARRICADE, TYPE II | | | 0129 0001.10 9436.000 BDAY| 0.65000 6133.40| 0.65000 6133.40| 0.67000 6322.12 BARRICADE, TYPE III | | | 0130 0001.75 420.000 EACH| 0.50000 210.00| 3.50000 1470.00| 2.06000 865.20 TEMPORARY SIGN DAY | | | 0131 0001.90 9944.000 EACH| 0.40000 3977.60| 0.40000 3977.60| 0.41000 4077.04 SIGN DAY | | | 0132 0001.99 2244.000 EACH| 1.00000 2244.00| 1.00000 2244.00| 1.03000 2311.32 CONTRACTOR FURNISHED SIGN DAY | | | 0133 0003.10 40.000 DAY | 177.90000 7116.00| 190.00000 7600.00| 236.90000 9476.00 FLAGGING | | | 0134 0003.20 10.000 DAY | 235.95000 2359.50| 270.00000 2700.00| 309.00000 3090.00 FURNISHING AND OPERATING PILOT VEHICLE | | | 0135 0005.10 300.000 DAY | 70.00000 21000.00| 70.00000 21000.00| 72.10000 21630.00 TRAFFIC CONTROL MANAGEMENT | | | 0136 0010.04 1.000 EACH| 500.00000 500.00| 5000.00000 5000.00| 4120.00000 4120.00 FIELD OFFICE | | | 0137 0030.00 LUMP| 10000.00000 10000.00| 5000.00000 5000.00| 22145.00000 22145.00 MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : N01 -11 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1880X COUNTIES : CASS SAUNDERS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0574 |( 3 ) 0086 |DOBSON BROTHERS CONSTRUCTIO |CONSTRUCTORS, INC. |HENNINGSEN CONST., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0138 1017.00 5.270 LS | 45000.00000 45000.00| 42000.00000 42000.00| 38110.00000 38110.00 CONSTRUCTION STAKING AND SURVEYING | | | 0139 9110.01 35.000 HOUR| 67.37000 2357.95| 59.50000 2082.50| 77.25000 2703.75 RENTAL OF LOADER, FULLY OPERATED | | | 0140 9110.02 10.000 HOUR| 70.16000 701.60| 76.00000 760.00| 77.25000 772.50 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0141 9110.03 35.000 HOUR| 57.38000 2008.30| 50.00000 1750.00| 51.50000 1802.50 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0142 9110.07 35.000 HOUR| 40.66000 1423.10| 40.00000 1400.00| 77.25000 2703.75 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0143 9110.27 25.000 HOUR| 81.77000 2044.25| 125.00000 3125.00| 103.00000 2575.00 RENTAL OF CRAWLER MOUNTED HYDRAULIC | | | EXCAVATOR,FULLY OPERATED | | | 0144 L022.90 120.000 m | 10.00000 1200.00| 12.00000 1440.00| 4.22000 506.40 TEMPORARY SILT FENCE | | | 0145 L022.91 40.000 BALE| 12.00000 480.00| 20.00000 800.00| 8.24000 329.60 TEMPORARY BALE CHECK | | | 0146 L022.92 120.000 m | 10.00000 1200.00| 10.00000 1200.00| 17.00000 2040.00 TEMPORARY EARTH CHECK | | | 0147 L022.93 120.000 m | 33.00000 3960.00| 25.00000 3000.00| 36.05000 4326.00 TEMPORARY ROCK CHECK | | | 0148 L032.70 33.000 Mg | 100.00000 3300.00| 100.00000 3300.00| 82.40000 2719.20 TEMPORARY MULCH | | | SECTION TOTALS | $ 121,055.70| $ 119,822.50| $ 136,465.38 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,732,948.09| $ 4,775,269.20| $ 4,789,715.87 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : N01 -12 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1880X COUNTIES : CASS SAUNDERS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1661 |( 5 ) 3312 |( 6 ) 2951 |U.S. ASPHALT CO. |PAVERS COMPANIES |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| 50000.00000 50000.00| 52500.00000 52500.00| 84218.91000 84218.91 MOBILIZATION | | | 0002 1000.00 157.000 EACH| 100.00000 15700.00| 105.00000 16485.00| 200.00000 31400.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 33000.00000 33000.00| 34700.00000 34700.00| 75000.00000 75000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.00 268676.000 m3 | 1.57000 421821.32| 1.65000 443315.40| 2.49000 669003.24 EXCAVATION | | | 0005 1010.01 14920.000 m3 | 0.70000 10444.00| 0.75000 11190.00| 1.92000 28646.40 EXCAVATION (ESTABLISHED QUANTITY) | | | 0006 1010.10 324669.000 m3 | 2.20000 714271.80| 2.30000 746738.70| 2.90000 941540.10 EXCAVATION, BORROW | | | 0007 1011.00 11035.000 kL | 2.00000 22070.00| 2.00000 22070.00| 2.00000 22070.00 WATER | | | 0008 1012.00 200.000 EACH| 60.00000 12000.00| 65.00000 13000.00| 115.00000 23000.00 RIGHT-OF-WAY MARKERS | | | 0009 1043.50 415.000 m2 | 10.00000 4150.00| 10.50000 4357.50| 3.50000 1452.50 RIPRAP FILTER FABRIC | | | 0010 1102.00 465.000 m2 | 4.30000 1999.50| 4.50000 2092.50| 4.00000 1860.00 REMOVE ASPHALT SURFACE | | | 0011 1106.00 2389.000 m2 | 3.00000 7167.00| 3.25000 7764.25| 4.00000 9556.00 REMOVE DRIVEWAY | | | 0012 1109.00 700.000 m | 11.00000 7700.00| 8.50000 5950.00| 20.00000 14000.00 REMOVE CURB | | | 0013 1122.01 1275.000 m2 | 5.00000 6375.00| 4.25000 5418.75| 4.90000 6247.50 REMOVE CONCRETE MEDIAN SURFACING | | | 0014 1143.00 197.800 m | 24.00000 4747.20| 25.25000 4994.45| 27.00000 5340.60 REMOVE DRIVEWAY CULVERT PIPE | | | 0015 1701.24 254.000 m | 60.00000 15240.00| 63.00000 16002.00| 75.00000 19050.00 600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0016 1701.30 33.000 m | 85.00000 2805.00| 89.25000 2945.25| 97.00000 3201.00 750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0017 1701.36 88.200 m | 100.00000 8820.00| 105.00000 9261.00| 114.00000 10054.80 900 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : N01 -13 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1880X COUNTIES : CASS SAUNDERS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1661 |( 5 ) 3312 |( 6 ) 2951 |U.S. ASPHALT CO. |PAVERS COMPANIES |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 6105.02 2945.000 Mg | 2.50000 7362.50| 18.90000 55660.50| 34.00000 100130.00 ROCK RIPRAP, TYPE B | | | 0019 7017.00 42.500 m | 10.00000 425.00| 10.50000 446.25| 14.00000 595.00 REMOVE GUARDRAIL | | | 0020 7308.10 2.000 EACH| 50.00000 100.00| 55.00000 110.00| 600.00000 1200.00 REMOVE SIGN | | | 0021 L006.00 37.000 ha | 185.00000 6845.00| 160.00000 5920.00| 155.00000 5735.00 COVER CROP SEEDING | | | 0022 L020.01 45181.500 m2 | 4.60000 207834.90| 4.75000 214612.13| 4.65000 210093.98 EROSION CONTROL, TYPE A | | | 0023 L020.08 8541.000 m2 | 4.85000 41423.85| 5.35000 45694.35| 5.27000 45011.07 EROSION CONTROL, TYPE AA | | | 0024 L020.09 10739.500 m2 | 11.25000 120819.38| 10.25000 110079.88| 10.07000 108146.77 EROSION CONTROL, TYPE AAA | | | 0025 L020.10 74431.500 m2 | 1.43000 106437.05| 1.40000 104204.10| 1.36000 101226.84 EROSION CONTROL, TYPE HV | | | 0026 L021.01 678.000 BALE| 13.25000 8983.50| 24.00000 16272.00| 23.50000 15933.00 EROSION CHECKS, TYPE A | | | 0027 L021.06 804.000 BALE| 13.25000 10653.00| 17.00000 13668.00| 16.53000 13290.12 EROSION CHECKS, TYPE HV | | | 0028 L021.21 102.000 BALE| 13.25000 1351.50| 25.00000 2550.00| 24.53000 2502.06 EROSION CHECKS, TYPE AA | | | 0029 L021.22 66.000 BALE| 13.25000 874.50| 38.00000 2508.00| 37.18000 2453.88 EROSION CHECKS, TYPE AAA | | | 0030 L022.11 2125.000 m | 3.00000 6375.00| 7.50000 15937.50| 7.44000 15810.00 FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 1,857,796.00| $ 1,986,447.51| $ 2,567,768.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0031 0030.40 LUMP| 10000.00000 10000.00| 15000.00000 15000.00| 12394.41000 12394.41 MOBILIZATION | | | 0032 1043.50 644.000 m2 | 2.40000 1545.60| 2.00000 1288.00| 1.96000 1262.24 RIPRAP FILTER FABRIC | | | 0033 4004.50 240.000 kg | 5.51000 1322.40| 4.00000 960.00| 4.44000 1065.60 CAST IRON GRATE AND FRAME | | | 0034 4035.00 19.000 EACH| 100.00000 1900.00| 75.00000 1425.00| 72.00000 1368.00 REMOVE FLARED-END SECTION | | | 0035 4040.00 6.000 EACH| 150.00000 900.00| 136.00000 816.00| 134.00000 804.00 REMOVE HEADWALLS FROM CULVERTS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : N01 -14 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1880X COUNTIES : CASS SAUNDERS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1661 |( 5 ) 3312 |( 6 ) 2951 |U.S. ASPHALT CO. |PAVERS COMPANIES |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 4043.00 244.900 m | 16.40000 4016.36| 30.00000 7347.00| 31.00000 7591.90 REMOVE CULVERT PIPE | | | 0037 4050.01 3253.000 m3 | 7.85000 25536.05| 8.00000 26024.00| 8.26000 26869.78 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0038 4051.01 1661.000 m3 | 7.85000 13038.85| 10.00000 16610.00| 10.33000 17158.13 EXCAVATION FOR BOX CULVERTS | | | 0039 4100.06 16.300 m3 | 523.00000 8524.90| 500.00000 8150.00| 571.18000 9310.23 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | HEADWALL | | | 0040 4101.06 797.840 m3 | 320.45000 255667.83| 350.00000 279244.00| 334.65000 266997.16 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0041 4105.59 1.800 m3 | 523.00000 941.40| 900.00000 1620.00| 881.00000 1585.80 CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0042 4150.00 687.000 kg | 2.20000 1511.40| 2.00000 1374.00| 2.27000 1559.49 REINFORCING STEEL FOR HEADWALL | | | 0043 4151.00 48273.000 kg | 1.39000 67099.47| 1.50000 72409.50| 1.46000 70478.58 REINFORCING STEEL FOR BOX CULVERT | | | 0044 4155.50 53.000 kg | 2.20000 116.60| 2.00000 106.00| 2.69000 142.57 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0045 4310.24 5.000 EACH| 250.00000 1250.00| 250.00000 1250.00| 271.00000 1355.00 600 mm FLARED-END SECTION | | | 0046 4310.30 2.000 EACH| 350.00000 700.00| 375.00000 750.00| 415.00000 830.00 750 mm FLARED-END SECTION | | | 0047 4310.36 5.000 EACH| 470.00000 2350.00| 275.00000 1375.00| 581.00000 2905.00 900 mm FLARED-END SECTION | | | 0048 4310.42 2.000 EACH| 650.00000 1300.00| 750.00000 1500.00| 757.00000 1514.00 1050 mm FLARED-END SECTION | | | 0049 4310.48 3.000 EACH| 725.00000 2175.00| 725.00000 2175.00| 828.00000 2484.00 1200 mm FLARED-END SECTION | | | 0050 4310.54 2.000 EACH| 805.00000 1610.00| 925.00000 1850.00| 932.00000 1864.00 1350 mm FLARED-END SECTION | | | 0051 4310.60 2.000 EACH| 890.00000 1780.00| 1000.00000 2000.00| 1032.00000 2064.00 1500 mm FLARED-END SECTION | | | 0052 4900.24 3.000 EACH| 375.00000 1125.00| 400.00000 1200.00| 439.00000 1317.00 AREA INLET SEDIMENT FILTER | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : N01 -15 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1880X COUNTIES : CASS SAUNDERS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1661 |( 5 ) 3312 |( 6 ) 2951 |U.S. ASPHALT CO. |PAVERS COMPANIES |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 6105.01 52.000 Mg | 30.00000 1560.00| 30.00000 1560.00| 31.00000 1612.00 ROCK RIPRAP, TYPE A | | | 0054 6105.03 881.000 Mg | 30.00000 26430.00| 30.00000 26430.00| 29.50000 25989.50 ROCK RIPRAP, TYPE C | | | 0055 P200.42 26.800 m | 243.00000 6512.40| 240.00000 6432.00| 243.24000 6518.83 1050 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0056 P200.48 127.800 m | 272.00000 34761.60| 260.00000 33228.00| 275.26000 35178.23 1200 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0057 P200.54 24.000 m | 341.00000 8184.00| 325.00000 7800.00| 325.35000 7808.40 1350 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0058 P200.60 50.500 m | 380.00000 19190.00| 355.00000 17927.50| 356.34000 17995.17 1500 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0059 P200.66 69.000 m | 476.00000 32844.00| 400.00000 27600.00| 407.98000 28150.62 1650 mm CULVERT PIPE, TYPE 2 OR 5 | | | 0060 P300.36 17.500 m | 148.00000 2590.00| 150.00000 2625.00| 122.39000 2141.83 900 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0061 P300.48 19.000 m | 217.00000 4123.00| 200.00000 3800.00| 196.24000 3728.56 1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0062 P400.24 115.300 m | 108.00000 12452.40| 110.00000 12683.00| 110.52000 12742.96 600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0063 P400.30 34.600 m | 144.00000 4982.40| 155.00000 5363.00| 146.15000 5056.79 750 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0064 P400.36 59.600 m | 174.00000 10370.40| 165.00000 9834.00| 174.55000 10403.18 900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | | SECTION TOTALS | $ 568,411.06| $ 599,756.00| $ 590,246.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 5 SEEDING | | | 0065 0030.50 LUMP| 1000.00000 1000.00| 10500.00000 10500.00| 10000.00000 10000.00 MOBILIZATION | | | 0066 L001.01 27.000 ha | 1233.00000 33291.00| 1250.00000 33750.00| 1252.00000 33804.00 SEEDING, TYPE A | | | 0067 L001.02 10.000 ha | 912.00000 9120.00| 950.00000 9500.00| 920.00000 9200.00 SEEDING, TYPE B | | | 0068 L020.07 12702.000 m2 | 4.00000 50808.00| 3.70000 46997.40| 3.64000 46235.28 EROSION CONTROL, TYPE B-1 | | | 0069 L032.75 185.000 Mg | 55.00000 10175.00| 85.00000 15725.00| 83.00000 15355.00 MULCH | | | SECTION TOTALS | $ 104,394.00| $ 116,472.40| $ 114,594.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 7 GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : N01 -16 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1880X COUNTIES : CASS SAUNDERS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1661 |( 5 ) 3312 |( 6 ) 2951 |U.S. ASPHALT CO. |PAVERS COMPANIES |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 0030.70 LUMP| 712.20000 712.20| 700.00000 700.00| 500.00000 500.00 MOBILIZATION | | | 0071 7011.20 228.600 m | 73.00000 16687.80| 76.75000 17545.05| 78.76000 18004.54 W-BEAM GUARDRAIL | | | 0072 7023.00 1.000 EACH| 1800.00000 1800.00| 1900.00000 1900.00| 1865.36000 1865.36 TERMINAL ANCHORAGE SECTIONS | | | 0073 7024.27 2.000 EACH| 1900.00000 3800.00| 2000.00000 4000.00| 2112.22000 4224.44 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 23,000.00| $ 24,145.05| $ 24,594.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 8B ELECTRICAL | | | 0074 0030.82 LUMP| 2959.00000 2959.00| 3100.00000 3100.00| 3000.00000 3000.00 MOBILIZATION | | | 0075 A001.12 2.000 EACH| 350.00000 700.00| 375.00000 750.00| 362.00000 724.00 PULL BOX, TYPE PB-5 | | | 0076 A001.16 1.000 EACH| 388.00000 388.00| 400.00000 400.00| 401.00000 401.00 PULL BOX, TYPE PB-6 | | | 0077 A009.16 10.000 EACH| 1760.00000 17600.00| 1850.00000 18500.00| 1818.00000 18180.00 STREET LIGHTING UNIT, TYPE SL-BT-12.2-3 | | | 7-0.20 | | | 0078 A020.10 2.000 EACH| 998.00000 1996.00| 1050.00000 2100.00| 1031.00000 2062.00 LIGHTING CONTROL CENTER, TYPE D | | | 0079 A070.10 442.000 m | 8.00000 3536.00| 8.40000 3712.80| 8.26000 3650.92 38 mm CONDUIT IN TRENCH | | | 0080 A072.10 62.000 m | 8.50000 527.00| 8.95000 554.90| 8.78000 544.36 38 mm CONDUIT UNDER ROADWAY | | | 0081 A074.12 8.000 m | 35.00000 280.00| 37.00000 296.00| 36.15000 289.20 38 mm CONDUIT, JACKED | | | 0082 A080.22 557.000 m | 1.40000 779.80| 1.45000 807.65| 1.45000 807.65 STREET LIGHTING CABLE, NO. 6 BARE | | | 0083 A080.24 1114.000 m | 1.70000 1893.80| 1.80000 2005.20| 1.76000 1960.64 STREET LIGHTING CABLE, NO. 6 USE | | | SECTION TOTALS | $ 30,659.60| $ 32,226.55| $ 31,619.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 9 BITUMINOUS | | | 0084 0002.55 52.680 StaM| 22.50000 1185.30| 32.50000 1712.10| 27.89000 1469.25 OVERLAY BROKEN LINES | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : N01 -17 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1880X COUNTIES : CASS SAUNDERS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1661 |( 5 ) 3312 |( 6 ) 2951 |U.S. ASPHALT CO. |PAVERS COMPANIES |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0085 0003.50 53.340 m | 180.45000 9625.20| 216.00000 11521.44| 239.00000 12748.26 CONCRETE PROTECTION BARRIER | | | 0086 0030.90 LUMP| 66037.98000 66037.98| 54000.00000 54000.00| 110000.00000 110000.00 MOBILIZATION | | | 0087 1020.03 48.000 EACH| 8.00000 384.00| 10.75000 516.00| 12.00000 576.00 DELINEATOR, TYPE III | | | 0088 1020.20 32.000 EACH| 25.00000 800.00| 27.00000 864.00| 18.00000 576.00 INSTALL CHEVRONS | | | 0089 2009.52 6515.000 m2 | 0.10000 651.50| 2.70000 17590.50| 0.57000 3713.55 CRUSHED ROCK EMBEDMENT | | | 0090 2010.03 824.000 Mg | 24.35000 20064.40| 16.25000 13390.00| 26.00000 21424.00 CRUSHED ROCK SURFACE COURSE | | | 0091 2021.00 14.000 EACH| 50.00000 700.00| 54.00000 756.00| 41.00000 574.00 MAILBOX POST | | | 0092 3008.05 854.000 EACH| 7.00000 5978.00| 7.50000 6405.00| 7.40000 6319.60 TIE BARS | | | 0093 3012.04 28.000 m | 59.50000 1666.00| 59.50000 1666.00| 44.40000 1243.20 CONCRETE CLASS 47B-25 MEDIAN CURB | | | 0094 3017.40 42.600 m2 | 35.50000 1512.30| 37.75000 1608.15| 26.00000 1107.60 CONCRETE CLASS 47B-20 MEDIAN SURFACING | | | 0095 3019.24 1.000 EACH| 700.00000 700.00| 750.00000 750.00| 489.00000 489.00 CONCRETE CLASS 47B-25 ISLAND NOSE | | | 0096 3020.24 412.000 m2 | 33.50000 13802.00| 36.25000 14935.00| 41.72000 17188.64 CONCRETE CLASS 47B-25 DRIVEWAY | | | 0097 3075.42 2456.000 m2 | 37.70000 92591.20| 38.90000 95538.40| 44.19000 108530.64 230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0098 3300.41 80.000 m2 | 35.00000 2800.00| 36.70000 2936.00| 36.15000 2892.00 CONCRETE PAD | | | 0099 4024.65 1.000 EACH| 1500.00000 1500.00| 1600.00000 1600.00| 1600.00000 1600.00 CONCRETE FLUME | | | 0100 7500.32 6.000 EACH| 200.00000 1200.00| 430.00000 2580.00| 227.23000 1363.38 ARROW, PREFORMED PAVEMENT MARKING, TYPE | | | 4 | | | 0101 7502.04 175.000 m | 7.00000 1225.00| 7.99000 1398.25| 6.82000 1193.50 100 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4 | | | 0102 7502.14 450.000 m | 7.00000 3150.00| 9.94000 4473.00| 7.95000 3577.50 100 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : N01 -18 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1880X COUNTIES : CASS SAUNDERS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1661 |( 5 ) 3312 |( 6 ) 2951 |U.S. ASPHALT CO. |PAVERS COMPANIES |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0103 7503.04 1800.000 m | 7.00000 12600.00| 7.99000 14382.00| 6.82000 12276.00 100 mm YELLOW PREFORMED PAVEMENT | | | MARKING, TYPE 4 | | | 0104 7503.14 2375.000 m | 7.00000 16625.00| 10.91000 25911.25| 7.95000 18881.25 100 mm YELLOW PREFORMED PAVEMENT | | | MARKING, TYPE 4, GROOVED | | | 0105 7508.14 180.000 m | 24.00000 4320.00| 27.00000 4860.00| 23.76000 4276.80 300 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 4, GROOVED | | | 0106 7509.04 180.000 m | 24.00000 4320.00| 27.00000 4860.00| 21.69000 3904.20 300 mm YELLOW PREFORMED PAVEMENT | | | MARKING, TYPE 4 | | | 0107 8022.30 2945.000 Mg | 57.00000 167865.00| 67.00000 197315.00| 72.30000 212923.50 CEMENT KILN DUST | | | 0108 8029.04 2457.000 m2 | 14.00000 34398.00| 13.50000 33169.50| 4.74000 11646.18 AGGREGATE FOUNDATION COURSE 100 mm | | | 0109 8029.84 28279.000 m2 | 2.59000 73242.61| 6.50000 183813.50| 2.00000 56558.00 BITUMINOUS FOUNDATION COURSE 100 mm | | | 0110 8101.50 72068.000 m2 | 2.20000 158549.60| 4.05000 291875.40| 1.37000 98733.16 STABILIZED SUBGRADE | | | 0111 8101.51 1100.000 kL | 16.00000 17600.00| 3.00000 3300.00| 3.08000 3388.00 WATER FOR STABILIZED SUBGRADE | | | 0112 9005.00 200.000 Mg | 46.64000 9328.00| 59.00000 11800.00| 36.15000 7230.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SPS | | | 0113 9005.23 6990.000 Mg | 26.79000 187262.10| 21.60000 150984.00| 18.46000 129035.40 ASPHALTIC CONCRETE, TYPE SPS | | | 0114 9005.55 22790.000 Mg | 27.17000 619204.30| 25.92000 590716.80| 22.97000 523486.30 ASPHALTIC CONCRETE, TYPE SP5(12.5) | | | 0115 9009.00 2790.000 m2 | 2.99000 8342.10| 2.70000 7533.00| 1.52000 4240.80 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0116 9021.03 377.460 Mg | 212.08000 80051.72| 200.00000 75492.00| 222.07000 83822.54 PERFORMANCE GRADED BINDER (58-28) | | | 0117 9021.04 1230.660 Mg | 267.20000 328832.35| 257.00000 316279.62| 278.87000 343194.15 PERFORMANCE GRADED BINDER (70-28) | | | 0118 9030.00 34.000 m | 65.62000 2231.08| 16.20000 550.80| 22.62000 769.08 CONSTRUCTING ASPHALTIC CONCRETE CURB | | | 0119 9034.00 2790.000 m2 | 0.60000 1674.00| 2.15000 5998.50| 1.21000 3375.90 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : N01 -19 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1880X COUNTIES : CASS SAUNDERS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1661 |( 5 ) 3312 |( 6 ) 2951 |U.S. ASPHALT CO. |PAVERS COMPANIES |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 9053.00 41060.000 L | 0.23000 9443.80| 0.27000 11086.20| 0.24000 9854.40 TACK COAT | | | 0121 9111.00 468.000 kL | 5.28000 2471.04| 3.25000 1521.00| 2.59000 1212.12 WATER | | | 0122 9140.00 3.340 StaM| 132.00000 440.88| 216.00000 721.44| 136.00000 454.24 JOINT SEALING - ASPHALT TO CONCRETE | | | 0123 9170.00 125.355 StaM| 65.62000 8225.80| 162.00000 20307.51| 131.00000 16421.51 EARTH SHOULDER CONSTRUCTION | | | 0124 9173.20 6600.000 m2 | 2.25000 14850.00| 1.50000 9900.00| 0.75000 4950.00 SUBGRADE PREPARATION | | | 0125 9179.34 31190.000 m2 | 2.08000 64875.20| 2.00000 62380.00| 2.23000 69553.70 COLD MILLING, CLASS 4 | | | 0126 9188.50 583.000 m2 | 19.73000 11502.59| 23.75000 13846.25| 16.51000 9625.33 SURFACING UNDER GUARDRAIL | | | 0127 9300.52 3.690 LS | 2500.00000 2500.00| 5900.00000 5900.00| 3098.60000 3098.60 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 2,066,328.05| $ 2,278,743.61| $ 1,929,497.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 10 GENERAL ITEMS | | | 0128 0001.08 7680.000 BDAY| 0.50000 3840.00| 0.50000 3840.00| 0.50000 3840.00 BARRICADE, TYPE II | | | 0129 0001.10 9436.000 BDAY| 1.25000 11795.00| 2.50000 23590.00| 0.67000 6322.12 BARRICADE, TYPE III | | | 0130 0001.75 420.000 EACH| 1.00000 420.00| 2.20000 924.00| 2.07000 869.40 TEMPORARY SIGN DAY | | | 0131 0001.90 9944.000 EACH| 0.50000 4972.00| 1.10000 10938.40| 0.41000 4077.04 SIGN DAY | | | 0132 0001.99 2244.000 EACH| 1.00000 2244.00| 1.35000 3029.40| 1.03000 2311.32 CONTRACTOR FURNISHED SIGN DAY | | | 0133 0003.10 40.000 DAY | 200.00000 8000.00| 195.00000 7800.00| 250.00000 10000.00 FLAGGING | | | 0134 0003.20 10.000 DAY | 300.00000 3000.00| 215.00000 2150.00| 280.00000 2800.00 FURNISHING AND OPERATING PILOT VEHICLE | | | 0135 0005.10 300.000 DAY | 100.00000 30000.00| 120.00000 36000.00| 72.30000 21690.00 TRAFFIC CONTROL MANAGEMENT | | | 0136 0010.04 1.000 EACH| 3500.00000 3500.00| 1900.00000 1900.00| 8046.14000 8046.14 FIELD OFFICE | | | 0137 0030.00 LUMP| 62218.90000 62218.90| 5400.00000 5400.00| 6000.00000 6000.00 MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 06/18/04 PAGE : N01 -20 TABULATION OF BIDS CALL ORDER : N01 CONTRACT ID : 1880X COUNTIES : CASS SAUNDERS LETTING DATE : 06/17/04 1:30 pm DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1661 |( 5 ) 3312 |( 6 ) 2951 |U.S. ASPHALT CO. |PAVERS COMPANIES |AMES CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0138 1017.00 5.270 LS | 40000.00000 40000.00| 61122.08000 61122.08| 45000.00000 45000.00 CONSTRUCTION STAKING AND SURVEYING | | | 0139 9110.01 35.000 HOUR| 90.22000 3157.70| 65.00000 2275.00| 106.00000 3710.00 RENTAL OF LOADER, FULLY OPERATED | | | 0140 9110.02 10.000 HOUR| 74.42000 744.20| 65.00000 650.00| 119.00000 1190.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0141 9110.03 35.000 HOUR| 68.86000 2410.10| 54.00000 1890.00| 79.00000 2765.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0142 9110.07 35.000 HOUR| 54.72000 1915.20| 54.00000 1890.00| 49.00000 1715.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0143 9110.27 25.000 HOUR| 150.00000 3750.00| 81.00000 2025.00| 126.00000 3150.00 RENTAL OF CRAWLER MOUNTED HYDRAULIC | | | EXCAVATOR,FULLY OPERATED | | | 0144 L022.90 120.000 m | 50.00000 6000.00| 5.50000 660.00| 4.23000 507.60 TEMPORARY SILT FENCE | | | 0145 L022.91 40.000 BALE| 12.00000 480.00| 9.00000 360.00| 8.26000 330.40 TEMPORARY BALE CHECK | | | 0146 L022.92 120.000 m | 17.00000 2040.00| 11.00000 1320.00| 6.20000 744.00 TEMPORARY EARTH CHECK | | | 0147 L022.93 120.000 m | 35.00000 4200.00| 22.00000 2640.00| 36.15000 4338.00 TEMPORARY ROCK CHECK | | | 0148 L032.70 33.000 Mg | 100.00000 3300.00| 85.00000 2805.00| 8.26000 272.58 TEMPORARY MULCH | | | SECTION TOTALS | $ 197,987.10| $ 173,208.88| $ 129,678.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 4,848,575.81| $ 5,211,000.00| $ 5,388,000.00 ====================================================================================================================================
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