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Last Updated:
09/05/2003
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September 4, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : 2 VENDOR RANKING CALL ORDER : F02 CONTRACT ID : 1890X COUNTIES : JEFFERSON LETTING DATE : 09/04/03 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : EACSTPD-4-6(108) ON N-4, PLYMOUTH WEST -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0083 WERNER CONSTRUCTION, INC. $ 2,195,867.39 100.0000% 2 0574 CONSTRUCTORS, INC. $ 2,349,776.34 107.0090% 3 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 2,378,145.21 108.3009% 4 0086 HENNINGSEN CONST., INC. $ 2,580,492.38 117.5159% 5 0477 WESTERN ENGINEERING COMPANY, INC. $ 2,594,964.24 118.1749% 6 1661 U.S. ASPHALT CO. $ 2,618,875.82 119.2638% 7 0875 BROWER CONSTRUCTION CO. $ 2,751,311.89 125.2950% NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F02 -3 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1890X COUNTIES : JEFFERSON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 0574 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 3000.00000 3000.00| 6100.00000 6100.00| 7500.00000 7500.00 MOBILIZATION | | | 0002 1009.00 LUMP| 3000.00000 3000.00| 2750.00000 2750.00| 1800.00000 1800.00 GENERAL CLEARING AND GRUBBING | | | 0003 1010.01 23.000 CY | 9.00000 207.00| 5.00000 115.00| 20.00000 460.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0004 1011.00 56.000 MGAL| 8.00000 448.00| 8.00000 448.00| 8.00000 448.00 WATER | | | 0005 1012.00 5.000 EACH| 150.00000 750.00| 50.00000 250.00| 70.00000 350.00 RIGHT-OF-WAY MARKERS | | | 0006 1030.00 9205.000 CY | 6.50000 59832.50| 5.25000 48326.25| 4.90000 45104.50 EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1102.00 270.000 SY | 4.00000 1080.00| 6.00000 1620.00| 5.00000 1350.00 REMOVE ASPHALT SURFACE | | | 0008 1107.00 36.000 SY | 9.50000 342.00| 1.50000 54.00| 5.00000 180.00 REMOVE WALK | | | 0009 1108.00 34.000 LF | 4.00000 136.00| 10.00000 340.00| 5.00000 170.00 REMOVE COMBINATION CURB AND GUTTER | | | 0010 1121.10 1.000 EACH| 180.00000 180.00| 250.00000 250.00| 200.00000 200.00 REMOVE FLUME | | | 0011 1701.18 33.000 LF | 12.00000 396.00| 25.00000 825.00| 22.00000 726.00 18" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0012 1701.24 37.000 LF | 14.00000 518.00| 30.10000 1113.70| 25.00000 925.00 24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0013 7017.00 12.000 LF | 1.75000 21.00| 1.75000 21.00| 1.67000 20.04 REMOVE GUARDRAIL | | | 0014 7017.50 916.000 LF | 1.75000 1603.00| 1.75000 1603.00| 1.67000 1529.72 REMOVE & SALVAGE GUARDRAIL | | | 0015 L006.00 29.000 ACRE| 80.00000 2320.00| 80.25000 2327.25| 80.00000 2320.00 COVER CROP SEEDING | | | 0016 L020.00 3227.000 SY | 1.38000 4453.26| 1.40000 4517.80| 1.38000 4453.26 EROSION CONTROL | | | 0017 L020.01 2719.000 SY | 4.55000 12371.45| 4.55000 12371.45| 4.55000 12371.45 EROSION CONTROL, TYPE A | | | 0018 L020.10 607.000 SY | 1.52000 922.64| 1.53000 928.71| 1.52000 922.64 EROSION CONTROL, TYPE HV | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F02 -4 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1890X COUNTIES : JEFFERSON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 0574 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 L021.01 84.000 BALE| 21.00000 1764.00| 21.05000 1768.20| 21.00000 1764.00 EROSION CHECKS, TYPE A | | | 0020 L021.06 35.000 BALE| 18.00000 630.00| 18.05000 631.75| 18.00000 630.00 EROSION CHECKS, TYPE HV | | | 0021 L022.11 690.000 LF | 2.94000 2028.60| 2.95000 2035.50| 2.94000 2028.60 FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 96,003.45| $ 88,396.61| $ 85,253.21 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 2 AGGREGATES | | | 0022 0030.20 LUMP| 3000.00000 3000.00| 500.00000 500.00| 500.00000 500.00 MOBILIZATION | | | 0023 1033.00 52.800 STA | 200.00000 10560.00| 101.00000 5332.80| 100.00000 5280.00 ROADWAY GRADING | | | 0024 2001.03 2992.000 TON | 7.50000 22440.00| 10.05000 30069.60| 10.45000 31266.40 GRAVEL SURFACE COURSE | | | 0025 2009.10 52.800 STA | 52.50000 2772.00| 200.50000 10586.40| 68.00000 3590.40 GRAVEL EMBEDMENT | | | SECTION TOTALS | $ 38,772.00| $ 46,488.80| $ 40,636.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERT | | | 0026 0030.40 LUMP| 9500.00000 9500.00| 10000.00000 10000.00| 5000.00000 5000.00 MOBILIZATION | | | 0027 4002.00 250.000 LB | 2.25000 562.50| 1.66000 415.00| 1.91000 477.50 CAST IRON COVER AND FRAME | | | 0028 4004.50 2250.000 LB | 2.50000 5625.00| 1.45000 3262.50| 1.84000 4140.00 CAST IRON GRATE AND FRAME | | | 0029 4035.00 1.000 EACH| 110.00000 110.00| 100.50000 100.50| 122.12000 122.12 REMOVE FLARED-END SECTION | | | 0030 4040.00 14.000 EACH| 200.00000 2800.00| 155.00000 2170.00| 197.39000 2763.46 REMOVE HEADWALLS FROM CULVERTS | | | 0031 4050.01 130.000 CY | 14.00000 1820.00| 20.00000 2600.00| 7.09000 921.70 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0032 4100.06 4.800 CY | 700.00000 3360.00| 530.00000 2544.00| 420.24000 2017.15 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0033 4105.59 6.540 CY | 675.00000 4414.50| 463.00000 3028.02| 479.17000 3133.77 CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F02 -5 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1890X COUNTIES : JEFFERSON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 0574 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 4107.07 3.720 CY | 750.00000 2790.00| 530.00000 1971.60| 420.24000 1563.29 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0035 4150.00 643.000 LB | 0.95000 610.85| 1.17000 752.31| 0.79000 507.97 REINFORCING STEEL FOR HEADWALL | | | 0036 4155.50 334.000 LB | 1.10000 367.40| 1.17000 390.78| 0.79000 263.86 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0037 4310.24 4.000 EACH| 100.00000 400.00| 214.00000 856.00| 197.18000 788.72 24" FLARED-END SECTION | | | 0038 4310.30 1.000 EACH| 200.00000 200.00| 311.00000 311.00| 321.70000 321.70 30" FLARED-END SECTION | | | 0039 4310.36 9.000 EACH| 300.00000 2700.00| 402.00000 3618.00| 441.41000 3972.69 36" FLARED-END SECTION | | | 0040 4320.24 1.000 EACH| 550.00000 550.00| 495.00000 495.00| 530.04000 530.04 24" ROUND EQUIVALENT FLARED-END SECTION | | | 0041 4320.36 4.000 EACH| 825.00000 3300.00| 797.00000 3188.00| 882.68000 3530.72 36" ROUND EQUIVALENT FLARED-END SECTION | | | 0042 P127.36 90.000 LF | 92.50000 8325.00| 82.00000 7380.00| 112.85000 10156.50 36" ROUND EQUIVALENT CULVERT PIPE, TYPE | | | 2 | | | 0043 P300.24 16.000 LF | 19.50000 312.00| 29.60000 473.60| 28.81000 460.96 24" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0044 P300.36 207.000 LF | 35.55000 7358.85| 40.00000 8280.00| 40.87000 8460.09 36" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0045 P375.24 38.000 LF | 21.00000 798.00| 32.20000 1223.60| 35.22000 1338.36 24" ROUND EQUIVALENT CULVERT PIPE, TYPE | | | 3,4 OR 5 | | | 0046 P375.30 5.000 LF | 35.00000 175.00| 38.60000 193.00| 66.96000 334.80 30" ROUND EQUIVALENT CULVERT PIPE, TYPE | | | 3,4 OR 5 | | | 0047 P775.18 89.000 LF | 50.00000 4450.00| 47.40000 4218.60| 48.07000 4278.23 18" ROUND EQUIVALENT STORM SEWER PIPE, | | | TYPE 1 | | | 0048 P775.24 147.000 LF | 75.00000 11025.00| 64.10000 9422.70| 57.85000 8503.95 24" ROUND EQUIVALENT STORM SEWER PIPE, | | | TYPE 1 | | | SECTION TOTALS | $ 71,554.10| $ 66,894.21| $ 63,587.58 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F02 -6 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1890X COUNTIES : JEFFERSON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 0574 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 0030.50 LUMP| 750.00000 750.00| 750.00000 750.00| 600.00000 600.00 MOBILIZATION | | | 0050 L001.02 29.000 ACRE| 373.00000 10817.00| 425.00000 12325.00| 423.00000 12267.00 SEEDING, TYPE B | | | 0051 L032.75 65.000 TON | 63.00000 4095.00| 65.25000 4241.25| 65.00000 4225.00 MULCH | | | SECTION TOTALS | $ 15,662.00| $ 17,316.25| $ 17,092.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 8+08 1-50' & 2-35' SPANS, ROLLED BEAM STEEL GIRDER BRIDGE | | | 0052 0030.60 LUMP| 29000.00000 29000.00| 29100.00000 29100.00| 29000.00000 29000.00 MOBILIZATION | | | 0053 1030.00 133.000 CY | 4.75000 631.75| 4.80000 638.40| 4.75000 631.75 EARTHWORK MEASURED IN EMBANKMENT | | | 0054 1043.50 261.000 SY | 2.50000 652.50| 2.50000 652.50| 2.50000 652.50 RIPRAP FILTER FABRIC | | | 0055 3050.15 161.000 CY | 145.00000 23345.00| 145.00000 23345.00| 145.00000 23345.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0056 3051.10 18180.000 LB | 0.75000 13635.00| 0.75000 13635.00| 0.75000 13635.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0057 6000.10 50.000 LS | 4000.00000 4000.00| 4015.00000 4015.00| 4000.00000 4000.00 ABUTMENT NO.1 EXCAVATION | | | 0058 6000.11 50.000 LS | 4000.00000 4000.00| 4015.00000 4015.00| 4000.00000 4000.00 ABUTMENT NO.2 EXCAVATION | | | 0059 6005.35 77.000 LF | 41.00000 3157.00| 41.15000 3168.55| 41.00000 3157.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0060 6005.78 12.000 EACH| 394.00000 4728.00| 395.50000 4746.00| 394.00000 4728.00 EXPANSION BEARING, TFE TYPE | | | 0061 6005.83 4.000 EACH| 389.00000 1556.00| 390.50000 1562.00| 389.00000 1556.00 FIXED BEARING | | | 0062 6010.22 45.900 CY | 395.00000 18130.50| 396.50000 18199.35| 395.00000 18130.50 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0063 6010.26 146.900 CY | 395.00000 58025.50| 396.50000 58245.85| 395.00000 58025.50 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0064 6030.00 1.000 EACH| 24000.00000 24000.00| 24100.00000 24100.00| 24000.00000 24000.00 PREPARATION OF BRIDGE AT STA. 8+08 | | | 0065 6071.12 71930.000 LS | 53500.00000 53500.00| 53700.00000 53700.00| 53500.00000 53500.00 STEEL SUPERSTRUCTURE AT STA. 8+08 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F02 -7 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1890X COUNTIES : JEFFERSON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 0574 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0066 6104.00 115.000 TON | 16.00000 1840.00| 16.05000 1845.75| 16.00000 1840.00 BROKEN CONCRETE RIPRAP | | | 0067 6105.02 175.000 TON | 32.00000 5600.00| 32.10000 5617.50| 32.00000 5600.00 ROCK RIPRAP, TYPE B | | | 0068 6131.50 32450.000 LB | 0.75000 24337.50| 0.75000 24337.50| 0.75000 24337.50 EPOXY COATED REINFORCING STEEL | | | 0069 6139.50 44.000 SY | 28.00000 1232.00| 28.10000 1236.40| 28.00000 1232.00 SUBSURFACE DRAINAGE MATTING | | | 0070 6200.00 400.000 LF | 28.00000 11200.00| 28.10000 11240.00| 28.00000 11200.00 CONCRETE PILING | | | 0071 8091.00 85.000 CY | 24.00000 2040.00| 24.05000 2044.25| 24.00000 2040.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 284,610.75| $ 285,444.05| $ 284,610.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6A BRIDGE AT STA. 8+08 1-50' & 2-35' SPANS, P/S CONCRETE INVERTED TEE GIRDER BRIDGE | | | 0072 0030.60 LUMP| | | MOBILIZATION | | | 0073 1030.00 133.000 CY | | | EARTHWORK MEASURED IN EMBANKMENT | | | 0074 1043.50 261.000 SY | | | RIPRAP FILTER FABRIC | | | 0075 3050.15 161.000 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0076 3051.10 18180.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0077 6000.10 50.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0078 6000.11 50.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0079 6010.22 66.900 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0080 6010.26 122.900 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0081 6011.11 106.700 LS | | | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 8+08 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F02 -8 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1890X COUNTIES : JEFFERSON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 0574 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 6030.00 1.000 EACH| | | PREPARATION OF BRIDGE AT STA. 8+08 | | | 0083 6104.00 115.000 TON | | | BROKEN CONCRETE RIPRAP | | | 0084 6105.02 175.000 TON | | | ROCK RIPRAP, TYPE B | | | 0085 6131.50 33310.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0086 6139.50 44.000 SY | | | SUBSURFACE DRAINAGE MATTING | | | 0087 6200.00 400.000 LF | | | CONCRETE PILING | | | 0088 8091.00 80.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 7 GUARDRAIL | | | 0089 0030.70 LUMP| 340.00000 340.00| 500.00000 500.00| 340.00000 340.00 MOBILIZATION | | | 0090 7011.20 100.000 LF | 11.38000 1138.00| 11.40000 1140.00| 11.38000 1138.00 W-BEAM GUARDRAIL | | | 0091 7015.00 208.000 LF | 5.33000 1108.64| 5.35000 1112.80| 5.33000 1108.64 CABLE GUARDRAIL | | | 0092 7020.00 4.000 EACH| 1513.00000 6052.00| 1515.00000 6060.00| 1513.00000 6052.00 BRIDGE APPROACH SECTIONS | | | 0093 7023.00 2.000 EACH| 1182.00000 2364.00| 1200.00000 2400.00| 1182.00000 2364.00 TERMINAL ANCHORAGE SECTIONS | | | 0094 7024.27 4.000 EACH| 1367.00000 5468.00| 1375.00000 5500.00| 1367.00000 5468.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 16,470.64| $ 16,712.80| $ 16,470.64 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 9 BITUMINOUS | | | 0095 0030.90 LUMP| 37500.00000 37500.00| 67000.00000 67000.00| 75000.00000 75000.00 MOBILIZATION | | | 0096 2001.03 290.000 TON | 10.50000 3045.00| 11.90000 3451.00| 10.58000 3068.20 GRAVEL SURFACE COURSE | | | 0097 2010.03 35.000 TON | 21.00000 735.00| 19.25000 673.75| 19.00000 665.00 CRUSHED ROCK SURFACE COURSE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F02 -9 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1890X COUNTIES : JEFFERSON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 0574 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 2020.00 271.000 SY | 7.00000 1897.00| 6.10000 1653.10| 6.11000 1655.81 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0099 2021.00 12.000 EACH| 50.00000 600.00| 70.00000 840.00| 50.00000 600.00 MAILBOX POST | | | 0100 3013.15 11.000 LF | 20.00000 220.00| 20.00000 220.00| 19.07000 209.77 CONCRETE CLASS 47B-3500 BARRIER CURB | | | 0101 3016.21 42.000 SY | 38.70000 1625.40| 30.00000 1260.00| 57.26000 2404.92 CONCRETE CLASS 47B-3000 SIDEWALKS | | | 0102 4024.70 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1977.94000 1977.94 CONCRETE FLUME, TYPE I | | | 0103 7500.47 1.000 EACH| 250.00000 250.00| 890.00000 890.00| 1120.00000 1120.00 STOP AHEAD SYMBOL | | | 0104 7508.04 75.000 LF | 6.75000 506.25| 8.50000 637.50| 9.20000 690.00 12" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0105 7512.04 50.000 LF | 13.50000 675.00| 16.00000 800.00| 18.50000 925.00 24" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0106 7530.48 2.000 EACH| 1000.00000 2000.00| 600.00000 1200.00| 850.00000 1700.00 RAILROAD CROSSING SYMBOL PREFORMED | | | PAVEMENT MARKING, TYPE 4 | | | 0107 9000.75 500.000 TON | 16.93000 8465.00| 16.25000 8125.00| 20.06000 10030.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4 | | | SPECIAL(0.5) | | | 0108 9005.00 750.000 TON | 26.93000 20197.50| 32.40000 24300.00| 31.83000 23872.50 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4 SPECIAL(0.5) | | | 0109 9005.51 44890.000 TON | 16.47000 739338.30| 18.95000 850665.50| 20.06000 900493.40 ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | | 5) | | | 0110 9009.00 5922.000 SY | 1.20000 7106.40| 2.80000 16581.60| 2.39000 14153.58 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0111 9009.75 366.000 SY | 15.00000 5490.00| 5.30000 1939.80| 32.03000 11722.98 TEMPORARY SURFACING | | | 0112 9020.94 27.000 TON | 219.00000 5913.00| 218.50000 5899.50| 210.00000 5670.00 PERFORMANCE GRADED BINDER (64-28) FOR | | | STATE MAINTENANCE PATCHING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F02 -10 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1890X COUNTIES : JEFFERSON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 0574 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 9021.08 2464.560 TON | 219.00000 539738.64| 218.50000 538506.36| 210.00000 517557.60 PERFORMANCE GRADED BINDER (64-28) | | | 0114 9053.00 35060.000 GAL | 1.00000 35060.00| 0.73000 25593.80| 0.90000 31554.00 TACK COAT | | | 0115 9111.00 272.000 MGAL| 8.00000 2176.00| 8.00000 2176.00| 8.00000 2176.00 WATER | | | 0116 9170.00 1079.706 STA | 46.00000 49666.48| 54.00000 58304.12| 63.00000 68021.48 EARTH SHOULDER CONSTRUCTION | | | 0117 9173.15 1079.706 STA | 20.00000 21594.12| 43.35000 46805.26| 30.00000 32391.18 TRENCHED WIDENING | | | 0118 9173.20 604.000 SY | 4.00000 2416.00| 4.00000 2416.00| 1.51000 912.04 SUBGRADE PREPARATION | | | 0119 9179.23 550.089 STA | 104.00000 57209.26| 90.25000 49645.53| 87.00000 47857.74 COLD MILLING, CLASS 3 | | | 0120 9188.50 427.000 SY | 20.00000 8540.00| 19.00000 8113.00| 15.36000 6558.72 SURFACING UNDER GUARDRAIL | | | 0121 9300.52 10.450 LS | 5000.00000 5000.00| 4100.00000 4100.00| 1500.00000 1500.00 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | 0122 L010.00 575.000 SY | 6.00000 3450.00| 6.00000 3450.00| 4.50000 2587.50 SODDING | | | SECTION TOTALS | $ 1,561,914.35| $ 1,726,746.82| $ 1,767,075.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 10 GENERAL ITEMS | | | 0123 0001.08 30800.000 BDAY| 0.50000 15400.00| 0.50000 15400.00| 0.50000 15400.00 BARRICADE, TYPE II | | | 0124 0001.10 2049.000 BDAY| 2.50000 5122.50| 2.00000 4098.00| 2.30000 4712.70 BARRICADE, TYPE III | | | 0125 0001.75 800.000 EACH| 2.00000 1600.00| 2.00000 1600.00| 2.00000 1600.00 TEMPORARY SIGN DAY | | | 0126 0001.90 11030.000 EACH| 0.50000 5515.00| 0.50000 5515.00| 0.40000 4412.00 SIGN DAY | | | 0127 0001.99 445.000 EACH| 1.00000 445.00| 2.00000 890.00| 1.00000 445.00 CONTRACTOR FURNISHED SIGN DAY | | | 0128 0002.55 1639.500 STA | 6.00000 9837.00| 6.00000 9837.00| 6.00000 9837.00 OVERLAY BROKEN LINES | | | 0129 0002.60 3215.800 STA | 7.00000 22510.60| 6.00000 19294.80| 6.00000 19294.80 OVERLAY SOLID LINES | | | 0130 0003.10 90.000 DAY | 185.00000 16650.00| 185.00000 16650.00| 188.47000 16962.30 FLAGGING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F02 -11 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1890X COUNTIES : JEFFERSON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 0574 |( 3 ) 3606 |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 0003.20 40.000 DAY | 285.00000 11400.00| 235.00000 9400.00| 249.97000 9998.80 FURNISHING AND OPERATING PILOT VEHICLE | | | 0132 0010.04 1.000 EACH| 1000.00000 1000.00| 2400.00000 2400.00| 406.27000 406.27 FIELD OFFICE | | | 0133 0030.00 LUMP| 5000.00000 5000.00| 500.00000 500.00| 5000.00000 5000.00 MOBILIZATION | | | 0134 9110.01 80.000 HOUR| 60.00000 4800.00| 53.80000 4304.00| 55.00000 4400.00 RENTAL OF LOADER, FULLY OPERATED | | | 0135 9110.02 70.000 HOUR| 55.00000 3850.00| 69.00000 4830.00| 55.00000 3850.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0136 9110.03 80.000 HOUR| 45.00000 3600.00| 46.50000 3720.00| 45.00000 3600.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0137 9110.06 10.000 HOUR| 95.00000 950.00| 53.80000 538.00| 70.00000 700.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0138 9110.07 80.000 HOUR| 40.00000 3200.00| 35.00000 2800.00| 35.00000 2800.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 110,880.10| $ 101,776.80| $ 103,418.87 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,195,867.39| $ 2,349,776.34| $ 2,378,145.21 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F02 -12 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1890X COUNTIES : JEFFERSON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 0477 |( 6 ) 1661 |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 3000.00000 3000.00| 5000.00000 5000.00| 4925.22000 4925.22 MOBILIZATION | | | 0002 1009.00 LUMP| 3000.00000 3000.00| 1800.00000 1800.00| 1846.96000 1846.96 GENERAL CLEARING AND GRUBBING | | | 0003 1010.01 23.000 CY | 9.00000 207.00| 20.00000 460.00| 20.52000 471.96 EXCAVATION (ESTABLISHED QUANTITY) | | | 0004 1011.00 56.000 MGAL| 8.00000 448.00| 8.00000 448.00| 8.00000 448.00 WATER | | | 0005 1012.00 5.000 EACH| 150.00000 750.00| 70.00000 350.00| 71.83000 359.15 RIGHT-OF-WAY MARKERS | | | 0006 1030.00 9205.000 CY | 8.15000 75020.75| 5.00000 46025.00| 5.03000 46301.15 EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1102.00 270.000 SY | 4.00000 1080.00| 5.00000 1350.00| 5.13000 1385.10 REMOVE ASPHALT SURFACE | | | 0008 1107.00 36.000 SY | 9.50000 342.00| 5.00000 180.00| 5.13000 184.68 REMOVE WALK | | | 0009 1108.00 34.000 LF | 4.00000 136.00| 5.00000 170.00| 5.13000 174.42 REMOVE COMBINATION CURB AND GUTTER | | | 0010 1121.10 1.000 EACH| 180.00000 180.00| 200.00000 200.00| 205.22000 205.22 REMOVE FLUME | | | 0011 1701.18 33.000 LF | 12.00000 396.00| 23.00000 759.00| 22.57000 744.81 18" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0012 1701.24 37.000 LF | 14.00000 518.00| 26.00000 962.00| 25.65000 949.05 24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0013 7017.00 12.000 LF | 1.67000 20.04| 2.00000 24.00| 1.71000 20.52 REMOVE GUARDRAIL | | | 0014 7017.50 916.000 LF | 1.67000 1529.72| 2.50000 2290.00| 1.71000 1566.36 REMOVE & SALVAGE GUARDRAIL | | | 0015 L006.00 29.000 ACRE| 120.00000 3480.00| 80.00000 2320.00| 102.61000 2975.69 COVER CROP SEEDING | | | 0016 L020.00 3227.000 SY | 1.38000 4453.26| 1.40000 4517.80| 1.42000 4582.34 EROSION CONTROL | | | 0017 L020.01 2719.000 SY | 4.55000 12371.45| 4.60000 12507.40| 4.67000 12697.73 EROSION CONTROL, TYPE A | | | 0018 L020.10 607.000 SY | 1.52000 922.64| 1.55000 940.85| 1.56000 946.92 EROSION CONTROL, TYPE HV | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F02 -13 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1890X COUNTIES : JEFFERSON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 0477 |( 6 ) 1661 |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 L021.01 84.000 BALE| 21.00000 1764.00| 21.50000 1806.00| 21.55000 1810.20 EROSION CHECKS, TYPE A | | | 0020 L021.06 35.000 BALE| 18.00000 630.00| 18.50000 647.50| 18.47000 646.45 EROSION CHECKS, TYPE HV | | | 0021 L022.11 690.000 LF | 2.94000 2028.60| 3.00000 2070.00| 3.02000 2083.80 FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 112,277.46| $ 84,827.55| $ 85,325.73 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 2 AGGREGATES | | | 0022 0030.20 LUMP| 3000.00000 3000.00| 600.00000 600.00| 513.04000 513.04 MOBILIZATION | | | 0023 1033.00 52.800 STA | 200.00000 10560.00| 100.00000 5280.00| 102.61000 5417.81 ROADWAY GRADING | | | 0024 2001.03 2992.000 TON | 11.00000 32912.00| 11.50000 34408.00| 9.39000 28094.88 GRAVEL SURFACE COURSE | | | 0025 2009.10 52.800 STA | 52.50000 2772.00| 68.00000 3590.40| 69.77000 3683.86 GRAVEL EMBEDMENT | | | SECTION TOTALS | $ 49,244.00| $ 43,878.40| $ 37,709.59 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERT | | | 0026 0030.40 LUMP| 9500.00000 9500.00| 10000.00000 10000.00| 9747.82000 9747.82 MOBILIZATION | | | 0027 4002.00 250.000 LB | 2.25000 562.50| 2.30000 575.00| 2.31000 577.50 CAST IRON COVER AND FRAME | | | 0028 4004.50 2250.000 LB | 2.50000 5625.00| 2.55000 5737.50| 2.57000 5782.50 CAST IRON GRATE AND FRAME | | | 0029 4035.00 1.000 EACH| 110.00000 110.00| 110.00000 110.00| 112.87000 112.87 REMOVE FLARED-END SECTION | | | 0030 4040.00 14.000 EACH| 200.00000 2800.00| 200.00000 2800.00| 205.22000 2873.08 REMOVE HEADWALLS FROM CULVERTS | | | 0031 4050.01 130.000 CY | 14.00000 1820.00| 15.00000 1950.00| 14.37000 1868.10 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0032 4100.06 4.800 CY | 700.00000 3360.00| 710.00000 3408.00| 718.26000 3447.65 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0033 4105.59 6.540 CY | 675.00000 4414.50| 680.00000 4447.20| 692.61000 4529.67 CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F02 -14 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1890X COUNTIES : JEFFERSON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 0477 |( 6 ) 1661 |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 4107.07 3.720 CY | 750.00000 2790.00| 760.00000 2827.20| 769.56000 2862.76 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0035 4150.00 643.000 LB | 0.95000 610.85| 1.00000 643.00| 0.97000 623.71 REINFORCING STEEL FOR HEADWALL | | | 0036 4155.50 334.000 LB | 1.10000 367.40| 1.10000 367.40| 1.13000 377.42 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0037 4310.24 4.000 EACH| 100.00000 400.00| 100.00000 400.00| 102.61000 410.44 24" FLARED-END SECTION | | | 0038 4310.30 1.000 EACH| 200.00000 200.00| 200.00000 200.00| 205.22000 205.22 30" FLARED-END SECTION | | | 0039 4310.36 9.000 EACH| 300.00000 2700.00| 300.00000 2700.00| 307.83000 2770.47 36" FLARED-END SECTION | | | 0040 4320.24 1.000 EACH| 550.00000 550.00| 550.00000 550.00| 564.35000 564.35 24" ROUND EQUIVALENT FLARED-END SECTION | | | 0041 4320.36 4.000 EACH| 825.00000 3300.00| 850.00000 3400.00| 846.52000 3386.08 36" ROUND EQUIVALENT FLARED-END SECTION | | | 0042 P127.36 90.000 LF | 92.50000 8325.00| 95.00000 8550.00| 94.91000 8541.90 36" ROUND EQUIVALENT CULVERT PIPE, TYPE | | | 2 | | | 0043 P300.24 16.000 LF | 19.50000 312.00| 20.00000 320.00| 20.01000 320.16 24" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0044 P300.36 207.000 LF | 35.55000 7358.85| 36.00000 7452.00| 36.48000 7551.36 36" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0045 P375.24 38.000 LF | 21.00000 798.00| 22.00000 836.00| 21.55000 818.90 24" ROUND EQUIVALENT CULVERT PIPE, TYPE | | | 3,4 OR 5 | | | 0046 P375.30 5.000 LF | 35.00000 175.00| 36.00000 180.00| 35.91000 179.55 30" ROUND EQUIVALENT CULVERT PIPE, TYPE | | | 3,4 OR 5 | | | 0047 P775.18 89.000 LF | 50.00000 4450.00| 50.00000 4450.00| 51.30000 4565.70 18" ROUND EQUIVALENT STORM SEWER PIPE, | | | TYPE 1 | | | 0048 P775.24 147.000 LF | 75.00000 11025.00| 76.00000 11172.00| 76.96000 11313.12 24" ROUND EQUIVALENT STORM SEWER PIPE, | | | TYPE 1 | | | SECTION TOTALS | $ 71,554.10| $ 73,075.30| $ 73,430.33 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F02 -15 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1890X COUNTIES : JEFFERSON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 0477 |( 6 ) 1661 |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 0030.50 LUMP| 600.00000 600.00| 700.00000 700.00| 615.65000 615.65 MOBILIZATION | | | 0050 L001.02 29.000 ACRE| 423.00000 12267.00| 430.00000 12470.00| 434.03000 12586.87 SEEDING, TYPE B | | | 0051 L032.75 65.000 TON | 65.00000 4225.00| 66.00000 4290.00| 66.70000 4335.50 MULCH | | | SECTION TOTALS | $ 17,092.00| $ 17,460.00| $ 17,538.02 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 8+08 1-50' & 2-35' SPANS, ROLLED BEAM STEEL GIRDER BRIDGE | | | 0052 0030.60 LUMP| 29870.00000 29870.00| 42000.00000 42000.00| 43057.15000 43057.15 MOBILIZATION | | | 0053 1030.00 133.000 CY | 4.75000 631.75| 5.00000 665.00| 4.87000 647.71 EARTHWORK MEASURED IN EMBANKMENT | | | 0054 1043.50 261.000 SY | 2.50000 652.50| 2.50000 652.50| 2.57000 670.77 RIPRAP FILTER FABRIC | | | 0055 3050.15 161.000 CY | 145.00000 23345.00| 220.00000 35420.00| 225.74000 36344.14 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0056 3051.10 18180.000 LB | 0.75000 13635.00| 0.80000 14544.00| 0.82000 14907.60 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0057 6000.10 50.000 LS | 4000.00000 4000.00| 4200.00000 4200.00| 4104.35000 4104.35 ABUTMENT NO.1 EXCAVATION | | | 0058 6000.11 50.000 LS | 4000.00000 4000.00| 4200.00000 4200.00| 4104.35000 4104.35 ABUTMENT NO.2 EXCAVATION | | | 0059 6005.35 77.000 LF | 41.00000 3157.00| 41.00000 3157.00| 42.07000 3239.39 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0060 6005.78 12.000 EACH| 394.00000 4728.00| 395.00000 4740.00| 404.28000 4851.36 EXPANSION BEARING, TFE TYPE | | | 0061 6005.83 4.000 EACH| 389.00000 1556.00| 390.00000 1560.00| 399.15000 1596.60 FIXED BEARING | | | 0062 6010.22 45.900 CY | 406.85000 18674.42| 400.00000 18360.00| 405.30000 18603.27 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0063 6010.26 146.900 CY | 406.85000 59766.27| 400.00000 58760.00| 405.30000 59538.57 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0064 6030.00 1.000 EACH| 24720.00000 24720.00| 24000.00000 24000.00| 24626.08000 24626.08 PREPARATION OF BRIDGE AT STA. 8+08 | | | 0065 6071.12 71930.000 LS | 55105.00000 55105.00| 54000.00000 54000.00| 54895.64000 54895.64 STEEL SUPERSTRUCTURE AT STA. 8+08 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F02 -16 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1890X COUNTIES : JEFFERSON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 0477 |( 6 ) 1661 |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0066 6104.00 115.000 TON | 16.00000 1840.00| 16.50000 1897.50| 16.42000 1888.30 BROKEN CONCRETE RIPRAP | | | 0067 6105.02 175.000 TON | 32.00000 5600.00| 33.00000 5775.00| 32.83000 5745.25 ROCK RIPRAP, TYPE B | | | 0068 6131.50 32450.000 LB | 0.75000 24337.50| 0.76000 24662.00| 0.77000 24986.50 EPOXY COATED REINFORCING STEEL | | | 0069 6139.50 44.000 SY | 28.00000 1232.00| 28.00000 1232.00| 28.73000 1264.12 SUBSURFACE DRAINAGE MATTING | | | 0070 6200.00 400.000 LF | 28.00000 11200.00| 28.00000 11200.00| 28.73000 11492.00 CONCRETE PILING | | | 0071 8091.00 85.000 CY | 24.00000 2040.00| 24.00000 2040.00| 24.63000 2093.55 GRANULAR BACKFILL | | | SECTION TOTALS | $ 290,090.44| $ 313,065.00| $ 318,656.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6A BRIDGE AT STA. 8+08 1-50' & 2-35' SPANS, P/S CONCRETE INVERTED TEE GIRDER BRIDGE | | | 0072 0030.60 LUMP| | | MOBILIZATION | | | 0073 1030.00 133.000 CY | | | EARTHWORK MEASURED IN EMBANKMENT | | | 0074 1043.50 261.000 SY | | | RIPRAP FILTER FABRIC | | | 0075 3050.15 161.000 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0076 3051.10 18180.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0077 6000.10 50.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0078 6000.11 50.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0079 6010.22 66.900 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0080 6010.26 122.900 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0081 6011.11 106.700 LS | | | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 8+08 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F02 -17 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1890X COUNTIES : JEFFERSON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 0477 |( 6 ) 1661 |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 6030.00 1.000 EACH| | | PREPARATION OF BRIDGE AT STA. 8+08 | | | 0083 6104.00 115.000 TON | | | BROKEN CONCRETE RIPRAP | | | 0084 6105.02 175.000 TON | | | ROCK RIPRAP, TYPE B | | | 0085 6131.50 33310.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0086 6139.50 44.000 SY | | | SUBSURFACE DRAINAGE MATTING | | | 0087 6200.00 400.000 LF | | | CONCRETE PILING | | | 0088 8091.00 80.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 7 GUARDRAIL | | | 0089 0030.70 LUMP| 340.00000 340.00| 2000.00000 2000.00| 348.87000 348.87 MOBILIZATION | | | 0090 7011.20 100.000 LF | 11.38000 1138.00| 12.00000 1200.00| 11.68000 1168.00 W-BEAM GUARDRAIL | | | 0091 7015.00 208.000 LF | 5.33000 1108.64| 6.50000 1352.00| 5.47000 1137.76 CABLE GUARDRAIL | | | 0092 7020.00 4.000 EACH| 1513.00000 6052.00| 1700.00000 6800.00| 1552.47000 6209.88 BRIDGE APPROACH SECTIONS | | | 0093 7023.00 2.000 EACH| 1182.00000 2364.00| 1400.00000 2800.00| 1212.83000 2425.66 TERMINAL ANCHORAGE SECTIONS | | | 0094 7024.27 4.000 EACH| 1367.00000 5468.00| 1500.00000 6000.00| 1402.66000 5610.64 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 16,470.64| $ 20,152.00| $ 16,900.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 9 BITUMINOUS | | | 0095 0030.90 LUMP| 45000.00000 45000.00| 25000.00000 25000.00| 63457.91000 63457.91 MOBILIZATION | | | 0096 2001.03 290.000 TON | 15.50000 4495.00| 16.00000 4640.00| 15.39000 4463.10 GRAVEL SURFACE COURSE | | | 0097 2010.03 35.000 TON | 25.00000 875.00| 21.00000 735.00| 30.78000 1077.30 CRUSHED ROCK SURFACE COURSE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F02 -18 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1890X COUNTIES : JEFFERSON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 0477 |( 6 ) 1661 |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 2020.00 271.000 SY | 10.00000 2710.00| 3.00000 813.00| 3.08000 834.68 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0099 2021.00 12.000 EACH| 50.00000 600.00| 50.00000 600.00| 51.30000 615.60 MAILBOX POST | | | 0100 3013.15 11.000 LF | 100.00000 1100.00| 50.00000 550.00| 36.94000 406.34 CONCRETE CLASS 47B-3500 BARRIER CURB | | | 0101 3016.21 42.000 SY | 30.00000 1260.00| 40.00000 1680.00| 51.71000 2171.82 CONCRETE CLASS 47B-3000 SIDEWALKS | | | 0102 4024.70 1.000 EACH| 1000.00000 1000.00| 1500.00000 1500.00| 1970.09000 1970.09 CONCRETE FLUME, TYPE I | | | 0103 7500.47 1.000 EACH| 1120.00000 1120.00| 300.00000 300.00| 1149.22000 1149.22 STOP AHEAD SYMBOL | | | 0104 7508.04 75.000 LF | 9.20000 690.00| 6.00000 450.00| 9.44000 708.00 12" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0105 7512.04 50.000 LF | 18.50000 925.00| 15.00000 750.00| 18.98000 949.00 24" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0106 7530.48 2.000 EACH| 850.00000 1700.00| 300.00000 600.00| 872.17000 1744.34 RAILROAD CROSSING SYMBOL PREFORMED | | | PAVEMENT MARKING, TYPE 4 | | | 0107 9000.75 500.000 TON | 18.50000 9250.00| 22.25000 11125.00| 22.53000 11265.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4 | | | SPECIAL(0.5) | | | 0108 9005.00 750.000 TON | 50.00000 37500.00| 27.00000 20250.00| 34.97000 26227.50 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4 SPECIAL(0.5) | | | 0109 9005.51 44890.000 TON | 23.24000 1043243.60| 24.15000 1084093.50| 24.91000 1118209.90 ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | | 5) | | | 0110 9009.00 5922.000 SY | 1.20000 7106.40| 2.00000 11844.00| 2.11000 12495.42 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0111 9009.75 366.000 SY | 26.00000 9516.00| 10.00000 3660.00| 14.11000 5164.26 TEMPORARY SURFACING | | | 0112 9020.94 27.000 TON | 220.00000 5940.00| 220.00000 5940.00| 224.20000 6053.40 PERFORMANCE GRADED BINDER (64-28) FOR | | | STATE MAINTENANCE PATCHING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F02 -19 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1890X COUNTIES : JEFFERSON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 0477 |( 6 ) 1661 |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 9021.08 2464.560 TON | 220.00000 542203.20| 220.00000 542203.20| 224.20000 552554.35 PERFORMANCE GRADED BINDER (64-28) | | | 0114 9053.00 35060.000 GAL | 0.90000 31554.00| 1.00000 35060.00| 0.82000 28749.20 TACK COAT | | | 0115 9111.00 272.000 MGAL| 5.00000 1360.00| 1.00000 272.00| 10.26000 2790.72 WATER | | | 0116 9170.00 1079.706 STA | 49.00000 52905.59| 63.00000 68021.48| 17.94000 19369.93 EARTH SHOULDER CONSTRUCTION | | | 0117 9173.15 1079.706 STA | 12.36000 13345.17| 18.00000 19434.71| 23.68000 25567.44 TRENCHED WIDENING | | | 0118 9173.20 604.000 SY | 4.00000 2416.00| 15.00000 9060.00| 2.05000 1238.20 SUBGRADE PREPARATION | | | 0119 9179.23 550.089 STA | 101.50000 55834.03| 105.00000 57759.35| 89.27000 49106.45 COLD MILLING, CLASS 3 | | | 0120 9188.50 427.000 SY | 25.00000 10675.00| 22.00000 9394.00| 16.93000 7229.11 SURFACING UNDER GUARDRAIL | | | 0121 9300.52 10.450 LS | 1750.00000 1750.00| 3000.00000 3000.00| 3180.87000 3180.87 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | 0122 L010.00 575.000 SY | 8.00000 4600.00| 6.00000 3450.00| 5.13000 2949.75 SODDING | | | SECTION TOTALS | $ 1,890,673.99| $ 1,922,185.24| $ 1,951,698.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 10 GENERAL ITEMS | | | 0123 0001.08 30800.000 BDAY| 0.50000 15400.00| 0.50000 15400.00| 0.50000 15400.00 BARRICADE, TYPE II | | | 0124 0001.10 2049.000 BDAY| 2.30000 4712.70| 3.00000 6147.00| 2.36000 4835.64 BARRICADE, TYPE III | | | 0125 0001.75 800.000 EACH| 3.00000 2400.00| 4.00000 3200.00| 1.54000 1232.00 TEMPORARY SIGN DAY | | | 0126 0001.90 11030.000 EACH| 0.40000 4412.00| 0.80000 8824.00| 0.41000 4522.30 SIGN DAY | | | 0127 0001.99 445.000 EACH| 1.00000 445.00| 3.00000 1335.00| 1.03000 458.35 CONTRACTOR FURNISHED SIGN DAY | | | 0128 0002.55 1639.500 STA | 8.50000 13935.75| 7.50000 12296.25| 6.16000 10099.32 OVERLAY BROKEN LINES | | | 0129 0002.60 3215.800 STA | 8.50000 27334.30| 7.50000 24118.50| 6.16000 19809.33 OVERLAY SOLID LINES | | | 0130 0003.10 90.000 DAY | 250.00000 22500.00| 200.00000 18000.00| 178.77000 16089.30 FLAGGING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F02 -20 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1890X COUNTIES : JEFFERSON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 0477 |( 6 ) 1661 |HENNINGSEN CONST., INC. |WESTERN ENGINEERING COMPANY |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 0003.20 40.000 DAY | 350.00000 14000.00| 300.00000 12000.00| 241.40000 9656.00 FURNISHING AND OPERATING PILOT VEHICLE | | | 0132 0010.04 1.000 EACH| 1500.00000 1500.00| 3000.00000 3000.00| 2052.17000 2052.17 FIELD OFFICE | | | 0133 0030.00 LUMP| 10000.00000 10000.00| 500.00000 500.00| 19421.73000 19421.73 MOBILIZATION | | | 0134 9110.01 80.000 HOUR| 45.00000 3600.00| 60.00000 4800.00| 52.02000 4161.60 RENTAL OF LOADER, FULLY OPERATED | | | 0135 9110.02 70.000 HOUR| 80.00000 5600.00| 60.00000 4200.00| 45.98000 3218.60 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0136 9110.03 80.000 HOUR| 45.00000 3600.00| 40.00000 3200.00| 41.35000 3308.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0137 9110.06 10.000 HOUR| 45.00000 450.00| 50.00000 500.00| 52.02000 520.20 RENTAL OF BACKHOE, FULLY OPERATED | | | 0138 9110.07 80.000 HOUR| 40.00000 3200.00| 35.00000 2800.00| 35.39000 2831.20 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 133,089.75| $ 120,320.75| $ 117,615.74 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,580,492.38| $ 2,594,964.24| $ 2,618,875.82 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F02 -21 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1890X COUNTIES : JEFFERSON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0875 |( ) |( ) |BROWER CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 4725.00000 4725.00| | MOBILIZATION | | | 0002 1009.00 LUMP| 3000.00000 3000.00| | GENERAL CLEARING AND GRUBBING | | | 0003 1010.01 23.000 CY | 9.00000 207.00| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0004 1011.00 56.000 MGAL| 8.00000 448.00| | WATER | | | 0005 1012.00 5.000 EACH| 150.00000 750.00| | RIGHT-OF-WAY MARKERS | | | 0006 1030.00 9205.000 CY | 6.50000 59832.50| | EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1102.00 270.000 SY | 4.00000 1080.00| | REMOVE ASPHALT SURFACE | | | 0008 1107.00 36.000 SY | 9.50000 342.00| | REMOVE WALK | | | 0009 1108.00 34.000 LF | 4.00000 136.00| | REMOVE COMBINATION CURB AND GUTTER | | | 0010 1121.10 1.000 EACH| 180.00000 180.00| | REMOVE FLUME | | | 0011 1701.18 33.000 LF | 12.00000 396.00| | 18" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0012 1701.24 37.000 LF | 14.00000 518.00| | 24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0013 7017.00 12.000 LF | 1.69000 20.28| | REMOVE GUARDRAIL | | | 0014 7017.50 916.000 LF | 1.69000 1548.04| | REMOVE & SALVAGE GUARDRAIL | | | 0015 L006.00 29.000 ACRE| 200.00000 5800.00| | COVER CROP SEEDING | | | 0016 L020.00 3227.000 SY | 1.38000 4453.26| | EROSION CONTROL | | | 0017 L020.01 2719.000 SY | 4.55000 12371.45| | EROSION CONTROL, TYPE A | | | 0018 L020.10 607.000 SY | 1.52000 922.64| | EROSION CONTROL, TYPE HV | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F02 -22 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1890X COUNTIES : JEFFERSON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0875 |( ) |( ) |BROWER CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 L021.01 84.000 BALE| 21.00000 1764.00| | EROSION CHECKS, TYPE A | | | 0020 L021.06 35.000 BALE| 18.00000 630.00| | EROSION CHECKS, TYPE HV | | | 0021 L022.11 690.000 LF | 2.94000 2028.60| | FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 101,152.77| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 2 AGGREGATES | | | 0022 0030.20 LUMP| 3000.00000 3000.00| | MOBILIZATION | | | 0023 1033.00 52.800 STA | 200.00000 10560.00| | ROADWAY GRADING | | | 0024 2001.03 2992.000 TON | 11.00000 32912.00| | GRAVEL SURFACE COURSE | | | 0025 2009.10 52.800 STA | 52.50000 2772.00| | GRAVEL EMBEDMENT | | | SECTION TOTALS | $ 49,244.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERT | | | 0026 0030.40 LUMP| 9500.00000 9500.00| | MOBILIZATION | | | 0027 4002.00 250.000 LB | 2.25000 562.50| | CAST IRON COVER AND FRAME | | | 0028 4004.50 2250.000 LB | 2.50000 5625.00| | CAST IRON GRATE AND FRAME | | | 0029 4035.00 1.000 EACH| 110.00000 110.00| | REMOVE FLARED-END SECTION | | | 0030 4040.00 14.000 EACH| 200.00000 2800.00| | REMOVE HEADWALLS FROM CULVERTS | | | 0031 4050.01 130.000 CY | 14.00000 1820.00| | EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0032 4100.06 4.800 CY | 700.00000 3360.00| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0033 4105.59 6.540 CY | 675.00000 4414.50| | CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F02 -23 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1890X COUNTIES : JEFFERSON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0875 |( ) |( ) |BROWER CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 4107.07 3.720 CY | 750.00000 2790.00| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0035 4150.00 643.000 LB | 0.95000 610.85| | REINFORCING STEEL FOR HEADWALL | | | 0036 4155.50 334.000 LB | 1.10000 367.40| | REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0037 4310.24 4.000 EACH| 100.00000 400.00| | 24" FLARED-END SECTION | | | 0038 4310.30 1.000 EACH| 200.00000 200.00| | 30" FLARED-END SECTION | | | 0039 4310.36 9.000 EACH| 300.00000 2700.00| | 36" FLARED-END SECTION | | | 0040 4320.24 1.000 EACH| 550.00000 550.00| | 24" ROUND EQUIVALENT FLARED-END SECTION | | | 0041 4320.36 4.000 EACH| 825.00000 3300.00| | 36" ROUND EQUIVALENT FLARED-END SECTION | | | 0042 P127.36 90.000 LF | 92.50000 8325.00| | 36" ROUND EQUIVALENT CULVERT PIPE, TYPE | | | 2 | | | 0043 P300.24 16.000 LF | 19.50000 312.00| | 24" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0044 P300.36 207.000 LF | 35.55000 7358.85| | 36" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0045 P375.24 38.000 LF | 21.00000 798.00| | 24" ROUND EQUIVALENT CULVERT PIPE, TYPE | | | 3,4 OR 5 | | | 0046 P375.30 5.000 LF | 35.00000 175.00| | 30" ROUND EQUIVALENT CULVERT PIPE, TYPE | | | 3,4 OR 5 | | | 0047 P775.18 89.000 LF | 50.00000 4450.00| | 18" ROUND EQUIVALENT STORM SEWER PIPE, | | | TYPE 1 | | | 0048 P775.24 147.000 LF | 75.00000 11025.00| | 24" ROUND EQUIVALENT STORM SEWER PIPE, | | | TYPE 1 | | | SECTION TOTALS | $ 71,554.10| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F02 -24 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1890X COUNTIES : JEFFERSON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0875 |( ) |( ) |BROWER CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 0030.50 LUMP| 1000.00000 1000.00| | MOBILIZATION | | | 0050 L001.02 29.000 ACRE| 423.00000 12267.00| | SEEDING, TYPE B | | | 0051 L032.75 65.000 TON | 65.00000 4225.00| | MULCH | | | SECTION TOTALS | $ 17,492.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 8+08 1-50' & 2-35' SPANS, ROLLED BEAM STEEL GIRDER BRIDGE | | | 0052 0030.60 LUMP| 29000.00000 29000.00| | MOBILIZATION | | | 0053 1030.00 133.000 CY | 4.75000 631.75| | EARTHWORK MEASURED IN EMBANKMENT | | | 0054 1043.50 261.000 SY | 2.50000 652.50| | RIPRAP FILTER FABRIC | | | 0055 3050.15 161.000 CY | 145.00000 23345.00| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0056 3051.10 18180.000 LB | 0.75000 13635.00| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0057 6000.10 50.000 LS | 4000.00000 4000.00| | ABUTMENT NO.1 EXCAVATION | | | 0058 6000.11 50.000 LS | 4000.00000 4000.00| | ABUTMENT NO.2 EXCAVATION | | | 0059 6005.35 77.000 LF | 41.00000 3157.00| | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0060 6005.78 12.000 EACH| 394.00000 4728.00| | EXPANSION BEARING, TFE TYPE | | | 0061 6005.83 4.000 EACH| 389.00000 1556.00| | FIXED BEARING | | | 0062 6010.22 45.900 CY | 395.00000 18130.50| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0063 6010.26 146.900 CY | 395.00000 58025.50| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0064 6030.00 1.000 EACH| 24000.00000 24000.00| | PREPARATION OF BRIDGE AT STA. 8+08 | | | 0065 6071.12 71930.000 LS | 53500.00000 53500.00| | STEEL SUPERSTRUCTURE AT STA. 8+08 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F02 -25 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1890X COUNTIES : JEFFERSON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0875 |( ) |( ) |BROWER CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0066 6104.00 115.000 TON | 16.00000 1840.00| | BROKEN CONCRETE RIPRAP | | | 0067 6105.02 175.000 TON | 32.00000 5600.00| | ROCK RIPRAP, TYPE B | | | 0068 6131.50 32450.000 LB | 0.75000 24337.50| | EPOXY COATED REINFORCING STEEL | | | 0069 6139.50 44.000 SY | 28.00000 1232.00| | SUBSURFACE DRAINAGE MATTING | | | 0070 6200.00 400.000 LF | 28.00000 11200.00| | CONCRETE PILING | | | 0071 8091.00 85.000 CY | 24.00000 2040.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 284,610.75| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6A BRIDGE AT STA. 8+08 1-50' & 2-35' SPANS, P/S CONCRETE INVERTED TEE GIRDER BRIDGE | | | 0072 0030.60 LUMP| | | MOBILIZATION | | | 0073 1030.00 133.000 CY | | | EARTHWORK MEASURED IN EMBANKMENT | | | 0074 1043.50 261.000 SY | | | RIPRAP FILTER FABRIC | | | 0075 3050.15 161.000 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0076 3051.10 18180.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0077 6000.10 50.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0078 6000.11 50.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0079 6010.22 66.900 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0080 6010.26 122.900 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0081 6011.11 106.700 LS | | | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 8+08 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F02 -26 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1890X COUNTIES : JEFFERSON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0875 |( ) |( ) |BROWER CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 6030.00 1.000 EACH| | | PREPARATION OF BRIDGE AT STA. 8+08 | | | 0083 6104.00 115.000 TON | | | BROKEN CONCRETE RIPRAP | | | 0084 6105.02 175.000 TON | | | ROCK RIPRAP, TYPE B | | | 0085 6131.50 33310.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0086 6139.50 44.000 SY | | | SUBSURFACE DRAINAGE MATTING | | | 0087 6200.00 400.000 LF | | | CONCRETE PILING | | | 0088 8091.00 80.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 7 GUARDRAIL | | | 0089 0030.70 LUMP| 343.40000 343.40| | MOBILIZATION | | | 0090 7011.20 100.000 LF | 11.50000 1150.00| | W-BEAM GUARDRAIL | | | 0091 7015.00 208.000 LF | 5.39000 1121.12| | CABLE GUARDRAIL | | | 0092 7020.00 4.000 EACH| 1528.13000 6112.52| | BRIDGE APPROACH SECTIONS | | | 0093 7023.00 2.000 EACH| 1193.82000 2387.64| | TERMINAL ANCHORAGE SECTIONS | | | 0094 7024.27 4.000 EACH| 1380.67000 5522.68| | GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 16,637.36| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 9 BITUMINOUS | | | 0095 0030.90 LUMP| 127034.80000 127034.80| | MOBILIZATION | | | 0096 2001.03 290.000 TON | 17.00000 4930.00| | GRAVEL SURFACE COURSE | | | 0097 2010.03 35.000 TON | 23.00000 805.00| | CRUSHED ROCK SURFACE COURSE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F02 -27 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1890X COUNTIES : JEFFERSON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0875 |( ) |( ) |BROWER CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 2020.00 271.000 SY | 5.00000 1355.00| | SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0099 2021.00 12.000 EACH| 50.50000 606.00| | MAILBOX POST | | | 0100 3013.15 11.000 LF | 90.00000 990.00| | CONCRETE CLASS 47B-3500 BARRIER CURB | | | 0101 3016.21 42.000 SY | 60.00000 2520.00| | CONCRETE CLASS 47B-3000 SIDEWALKS | | | 0102 4024.70 1.000 EACH| 5000.00000 5000.00| | CONCRETE FLUME, TYPE I | | | 0103 7500.47 1.000 EACH| 1131.20000 1131.20| | STOP AHEAD SYMBOL | | | 0104 7508.04 75.000 LF | 9.30000 697.50| | 12" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0105 7512.04 50.000 LF | 18.69000 934.50| | 24" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0106 7530.48 2.000 EACH| 858.50000 1717.00| | RAILROAD CROSSING SYMBOL PREFORMED | | | PAVEMENT MARKING, TYPE 4 | | | 0107 9000.75 500.000 TON | 23.23000 11615.00| | ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4 | | | SPECIAL(0.5) | | | 0108 9005.00 750.000 TON | 63.70000 47775.00| | ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4 SPECIAL(0.5) | | | 0109 9005.51 44890.000 TON | 24.28000 1089929.20| | ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | | 5) | | | 0110 9009.00 5922.000 SY | 3.50000 20727.00| | PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0111 9009.75 366.000 SY | 7.00000 2562.00| | TEMPORARY SURFACING | | | 0112 9020.94 27.000 TON | 220.69000 5958.63| | PERFORMANCE GRADED BINDER (64-28) FOR | | | STATE MAINTENANCE PATCHING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F02 -28 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1890X COUNTIES : JEFFERSON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0875 |( ) |( ) |BROWER CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0113 9021.08 2464.560 TON | 220.69000 543903.75| | PERFORMANCE GRADED BINDER (64-28) | | | 0114 9053.00 35060.000 GAL | 0.86000 30151.60| | TACK COAT | | | 0115 9111.00 272.000 MGAL| 10.00000 2720.00| | WATER | | | 0116 9170.00 1079.706 STA | 49.00000 52905.59| | EARTH SHOULDER CONSTRUCTION | | | 0117 9173.15 1079.706 STA | 40.00000 43188.24| | TRENCHED WIDENING | | | 0118 9173.20 604.000 SY | 2.00000 1208.00| | SUBGRADE PREPARATION | | | 0119 9179.23 550.089 STA | 110.84000 60971.86| | COLD MILLING, CLASS 3 | | | 0120 9188.50 427.000 SY | 20.00000 8540.00| | SURFACING UNDER GUARDRAIL | | | 0121 9300.52 10.450 LS | 4500.00000 4500.00| | ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | 0122 L010.00 575.000 SY | 15.00000 8625.00| | SODDING | | | SECTION TOTALS | $ 2,083,001.87| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 10 GENERAL ITEMS | | | 0123 0001.08 30800.000 BDAY| 0.50000 15400.00| | BARRICADE, TYPE II | | | 0124 0001.10 2049.000 BDAY| 2.33000 4774.17| | BARRICADE, TYPE III | | | 0125 0001.75 800.000 EACH| 10.00000 8000.00| | TEMPORARY SIGN DAY | | | 0126 0001.90 11030.000 EACH| 0.41000 4522.30| | SIGN DAY | | | 0127 0001.99 445.000 EACH| 1.01000 449.45| | CONTRACTOR FURNISHED SIGN DAY | | | 0128 0002.55 1639.500 STA | 6.06000 9935.37| | OVERLAY BROKEN LINES | | | 0129 0002.60 3215.800 STA | 6.06000 19487.75| | OVERLAY SOLID LINES | | | 0130 0003.10 90.000 DAY | 220.00000 19800.00| | FLAGGING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F02 -29 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 1890X COUNTIES : JEFFERSON LETTING DATE : 09/04/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0875 |( ) |( ) |BROWER CONSTRUCTION CO. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 0003.20 40.000 DAY | 300.00000 12000.00| | FURNISHING AND OPERATING PILOT VEHICLE | | | 0132 0010.04 1.000 EACH| 4000.00000 4000.00| | FIELD OFFICE | | | 0133 0030.00 LUMP| 10500.00000 10500.00| | MOBILIZATION | | | 0134 9110.01 80.000 HOUR| 65.00000 5200.00| | RENTAL OF LOADER, FULLY OPERATED | | | 0135 9110.02 70.000 HOUR| 65.00000 4550.00| | RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0136 9110.03 80.000 HOUR| 55.00000 4400.00| | RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0137 9110.06 10.000 HOUR| 60.00000 600.00| | RENTAL OF BACKHOE, FULLY OPERATED | | | 0138 9110.07 80.000 HOUR| 50.00000 4000.00| | RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 127,619.04| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,751,311.89| $ 0.00| $ ====================================================================================================================================
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