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Last Updated:
01/30/2004
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January 29, 2004 Contract Letting |
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NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : 2 VENDOR RANKING CALL ORDER : F09 CONTRACT ID : 3436 COUNTIES : MADISON STANTON LETTING DATE : 01/29/04 DISTRICT : 3 CONTRACT DESCRIPTION : PROJECT(S) : STPD-32-5(105) N-32, MADISON EAST -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 2282 KNIGHT ASPHALT, INC. $ 1,046,744.46 100.0000% 2 0875 BROWER CONSTRUCTION CO. $ 1,088,207.13 103.9611% 3 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 1,119,382.22 106.9394% 4 0086 HENNINGSEN CONST., INC. $ 1,127,803.64 107.7439% 5 1661 U.S. ASPHALT CO. $ 1,152,903.31 110.1418% 6 0477 WESTERN ENGINEERING COMPANY, INC. $ 1,194,703.44 114.1352% NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F09 -3 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3436 COUNTIES : MADISON STANTON LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 2282 |( 2 ) 0875 |( 3 ) 3606 |KNIGHT ASPHALT, INC. |BROWER CONSTRUCTION CO. |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| 6000.00000 6000.00| 3794.69000 3794.69| 5000.00000 5000.00 MOBILIZATION | | | 0002 1009.00 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 2500.00000 2500.00 GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 77.000 MGAL| 8.00000 616.00| 8.00000 616.00| 8.00000 616.00 WATER | | | 0004 1021.10 36.000 EACH| 2.00000 72.00| 2.00000 72.00| 2.00000 72.00 REMOVE DELINEATOR UNITS | | | 0005 1030.00 5158.000 CY | 3.85000 19858.30| 3.85000 19858.30| 3.85000 19858.30 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1102.00 424.000 SY | 2.80000 1187.20| 2.80000 1187.20| 2.80000 1187.20 REMOVE ASPHALT SURFACE | | | 0007 1102.05 890.000 SY | 6.20000 5518.00| 6.08000 5411.20| 5.00000 4450.00 REMOVE ASPHALT SURFACING FROM PAVEMENT | | | 0008 1300.24 52.000 LF | 16.00000 832.00| 16.00000 832.00| 16.00000 832.00 24" DRIVEWAY CULVERT PIPE | | | 0009 4035.00 1.000 EACH| 190.00000 190.00| 191.90000 191.90| 190.00000 190.00 REMOVE FLARED-END SECTION | | | 0010 4044.00 1.000 EACH| 1896.00000 1896.00| 1914.96000 1914.96| 1896.00000 1896.00 PREPARATION OF STRUCTURE AT STA. 127+47 | | | 59 | | | 0011 4050.01 2.000 CY | 30.00000 60.00| 30.30000 60.60| 30.00000 60.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0012 4051.01 30.000 CY | 15.00000 450.00| 15.15000 454.50| 15.00000 450.00 EXCAVATION FOR BOX CULVERTS | | | 0013 4101.06 28.590 CY | 326.00000 9320.34| 329.26000 9413.54| 326.00000 9320.34 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0014 4151.00 2428.000 LB | 0.63000 1529.64| 0.64000 1553.92| 0.63000 1529.64 REINFORCING STEEL FOR BOX CULVERT | | | 0015 4350.42 8.000 LF | 75.00000 600.00| 75.75000 606.00| 75.00000 600.00 42" CORRUGATED METAL PIPE | | | 0016 4360.42 1.000 EACH| 1000.00000 1000.00| 1010.00000 1010.00| 1000.00000 1000.00 42" METAL FLARED-END SECTION | | | 0017 7017.00 675.000 LF | 2.50000 1687.50| 2.50000 1687.50| 2.00000 1350.00 REMOVE GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F09 -4 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3436 COUNTIES : MADISON STANTON LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 2282 |( 2 ) 0875 |( 3 ) 3606 |KNIGHT ASPHALT, INC. |BROWER CONSTRUCTION CO. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 9110.01 20.000 HOUR| 65.00000 1300.00| 65.00000 1300.00| 55.00000 1100.00 RENTAL OF LOADER, FULLY OPERATED | | | 0019 9110.03 20.000 HOUR| 55.00000 1100.00| 50.00000 1000.00| 45.00000 900.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0020 9110.06 20.000 HOUR| 70.00000 1400.00| 55.00000 1100.00| 70.00000 1400.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0021 9110.07 20.000 HOUR| 60.00000 1200.00| 45.00000 900.00| 35.00000 700.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0022 L020.00 2011.000 SY | 1.36000 2734.96| 1.46000 2936.06| 1.38000 2775.18 EROSION CONTROL | | | 0023 L020.09 177.000 SY | 10.00000 1770.00| 10.86000 1922.22| 10.00000 1770.00 EROSION CONTROL, TYPE AAA | | | 0024 L022.11 1925.000 LF | 2.00000 3850.00| 1.87000 3599.75| 2.00000 3850.00 FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 66,671.94| $ 63,922.34| $ 63,406.66 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 5 SEEDING | | | 0025 0030.50 LUMP| 100.00000 100.00| 4292.50000 4292.50| 1000.00000 1000.00 MOBILIZATION | | | 0026 L001.02 10.000 ACRE| 529.00000 5290.00| 429.25000 4292.50| 529.00000 5290.00 SEEDING, TYPE B | | | 0027 L020.02 2224.000 SY | 1.38000 3069.12| 1.41000 3135.84| 1.38000 3069.12 EROSION CONTROL, TYPE B | | | 0028 L032.75 22.500 TON | 65.00000 1462.50| 60.60000 1363.50| 65.00000 1462.50 MULCH | | | SECTION TOTALS | $ 9,921.62| $ 13,084.34| $ 10,821.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 7 GUARDRAIL | | | 0029 0030.70 LUMP| 125.00000 125.00| 48612.14000 48612.14| 1000.00000 1000.00 MOBILIZATION | | | 0030 7011.20 150.000 LF | 12.50000 1875.00| 12.69000 1903.50| 12.50000 1875.00 W-BEAM GUARDRAIL | | | 0031 7020.00 4.000 EACH| 1600.00000 6400.00| 1624.00000 6496.00| 1600.00000 6400.00 BRIDGE APPROACH SECTIONS | | | 0032 7024.27 4.000 EACH| 1400.00000 5600.00| 1421.00000 5684.00| 1400.00000 5600.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 14,000.00| $ 62,695.64| $ 14,875.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 9 BITUMINOUS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F09 -5 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3436 COUNTIES : MADISON STANTON LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 2282 |( 2 ) 0875 |( 3 ) 3606 |KNIGHT ASPHALT, INC. |BROWER CONSTRUCTION CO. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 0030.90 LUMP| 49600.00000 49600.00| 1.00000 1.00| 80000.00000 80000.00 MOBILIZATION | | | 0034 1020.03 36.000 EACH| 15.00000 540.00| 12.12000 436.32| 12.00000 432.00 DELINEATOR, TYPE III | | | 0035 2010.00 20.000 CY | 21.50000 430.00| 25.00000 500.00| 28.78000 575.60 CRUSHED ROCK SURFACE COURSE | | | 0036 2020.00 36.000 SY | 14.80000 532.80| 10.00000 360.00| 13.15000 473.40 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0037 2021.00 2.000 EACH| 100.00000 200.00| 101.00000 202.00| 100.00000 200.00 MAILBOX POST | | | 0038 3040.11 34.400 SY | 79.00000 2717.60| 79.00000 2717.60| 79.00000 2717.60 CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | | DEPTH | | | 0039 3040.12 423.200 SY | 65.00000 27508.00| 65.00000 27508.00| 65.00000 27508.00 CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | | DEPTH | | | 0040 3040.13 3195.000 SY | 56.00000 178920.00| 56.00000 178920.00| 56.00000 178920.00 CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | | DEPTH | | | 0041 3041.25 8.000 TON | 600.00000 4800.00| 600.00000 4800.00| 600.00000 4800.00 BITUMINOUS PATCHING | | | 0042 3221.15 22.600 SY | 65.00000 1469.00| 65.00000 1469.00| 65.00000 1469.00 CONCRETE PAVEMENT, CLASS PR-3500 JOINT | | | REPAIR | | | 0043 7500.47 1.000 EACH| 900.00000 900.00| 1000.00000 1000.00| 81.76000 81.76 STOP AHEAD SYMBOL | | | 0044 9005.45 17670.000 TON | 19.40000 342798.00| 21.73000 383969.10| 22.68000 400755.60 ASPHALTIC CONCRETE, TYPE SP4(0.5) | | | 0045 9009.00 561.000 SY | 7.00000 3927.00| 3.00000 1683.00| 4.01000 2249.61 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0046 9021.08 954.180 TON | 220.00000 209919.60| 219.18000 209137.17| 220.00000 209919.60 PERFORMANCE GRADED BINDER (64-28) | | | 0047 9034.00 256.000 SY | 4.00000 1024.00| 2.00000 512.00| 1.25000 320.00 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0048 9053.00 15620.000 GAL | 1.00000 15620.00| 0.38000 5935.60| 0.83000 12964.60 TACK COAT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F09 -6 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3436 COUNTIES : MADISON STANTON LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 2282 |( 2 ) 0875 |( 3 ) 3606 |KNIGHT ASPHALT, INC. |BROWER CONSTRUCTION CO. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 9111.00 93.000 MGAL| 8.00000 744.00| 15.00000 1395.00| 8.00000 744.00 WATER | | | 0050 9170.00 370.857 STA | 70.00000 25959.99| 70.00000 25959.99| 70.00000 25959.99 EARTH SHOULDER CONSTRUCTION | | | 0051 9173.15 370.857 STA | 46.80000 17356.11| 40.44000 14997.46| 40.44000 14997.46 TRENCHED WIDENING | | | 0052 9179.80 4.000 EACH| 1200.00000 4800.00| 1252.50000 5010.00| 925.00000 3700.00 MILLING CONCRETE FOR INLAYS | | | 0053 9188.50 449.000 SY | 22.90000 10282.10| 30.00000 13470.00| 14.43000 6479.07 SURFACING UNDER GUARDRAIL | | | 0054 9300.52 3.480 LS | 3500.00000 3500.00| 3000.00000 3000.00| 1500.00000 1500.00 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 903,548.20| $ 882,983.24| $ 976,767.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 10 GENERAL ITEMS | | | 0055 0001.08 16250.000 BDAY| 0.50000 8125.00| 0.50000 8125.00| 0.50000 8125.00 BARRICADE, TYPE II | | | 0056 0001.10 860.000 BDAY| 2.50000 2150.00| 2.02000 1737.20| 2.00000 1720.00 BARRICADE, TYPE III | | | 0057 0001.75 720.000 EACH| 3.17000 2282.40| 4.04000 2908.80| 4.00000 2880.00 TEMPORARY SIGN DAY | | | 0058 0001.90 4255.000 EACH| 0.50000 2127.50| 0.51000 2170.05| 0.50000 2127.50 SIGN DAY | | | 0059 0002.55 366.300 STA | 6.00000 2197.80| 7.07000 2589.74| 7.00000 2564.10 OVERLAY BROKEN LINES | | | 0060 0002.60 732.500 STA | 6.00000 4395.00| 7.07000 5178.78| 7.00000 5127.50 OVERLAY SOLID LINES | | | 0061 0003.10 100.000 DAY | 175.00000 17500.00| 200.00000 20000.00| 173.61000 17361.00 FLAGGING | | | 0062 0003.20 45.000 DAY | 225.00000 10125.00| 280.00000 12600.00| 224.59000 10106.55 FURNISHING AND OPERATING PILOT VEHICLE | | | 0063 0010.04 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| 500.00000 500.00 FIELD OFFICE | | | 0064 0030.00 LUMP| 2200.00000 2200.00| 8212.00000 8212.00| 3000.00000 3000.00 MOBILIZATION | | | SECTION TOTALS | $ 52,602.70| $ 65,521.57| $ 53,511.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,046,744.46| $ 1,088,207.13| $ 1,119,382.22 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F09 -7 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3436 COUNTIES : MADISON STANTON LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 1661 |( 6 ) 0477 |HENNINGSEN CONST., INC. |U.S. ASPHALT CO. |WESTERN ENGINEERING COMPANY, IN 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| 1200.00000 1200.00| 3854.86000 3854.86| 4000.00000 4000.00 MOBILIZATION | | | 0002 1009.00 LUMP| 2500.00000 2500.00| 2556.95000 2556.95| 2600.00000 2600.00 GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 77.000 MGAL| 8.00000 616.00| 8.00000 616.00| 8.00000 616.00 WATER | | | 0004 1021.10 36.000 EACH| 2.00000 72.00| 2.05000 73.80| 2.00000 72.00 REMOVE DELINEATOR UNITS | | | 0005 1030.00 5158.000 CY | 3.85000 19858.30| 3.94000 20322.52| 3.90000 20116.20 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1102.00 424.000 SY | 2.80000 1187.20| 2.86000 1212.64| 2.80000 1187.20 REMOVE ASPHALT SURFACE | | | 0007 1102.05 890.000 SY | 7.00000 6230.00| 4.60000 4094.00| 3.00000 2670.00 REMOVE ASPHALT SURFACING FROM PAVEMENT | | | 0008 1300.24 52.000 LF | 16.00000 832.00| 16.36000 850.72| 16.00000 832.00 24" DRIVEWAY CULVERT PIPE | | | 0009 4035.00 1.000 EACH| 190.00000 190.00| 194.33000 194.33| 200.00000 200.00 REMOVE FLARED-END SECTION | | | 0010 4044.00 1.000 EACH| 1896.00000 1896.00| 1939.19000 1939.19| 1900.00000 1900.00 PREPARATION OF STRUCTURE AT STA. 127+47 | | | 59 | | | 0011 4050.01 2.000 CY | 30.00000 60.00| 30.68000 61.36| 30.00000 60.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0012 4051.01 30.000 CY | 15.00000 450.00| 15.34000 460.20| 15.00000 450.00 EXCAVATION FOR BOX CULVERTS | | | 0013 4101.06 28.590 CY | 326.00000 9320.34| 333.43000 9532.76| 330.00000 9434.70 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0014 4151.00 2428.000 LB | 0.63000 1529.64| 0.64000 1553.92| 0.64000 1553.92 REINFORCING STEEL FOR BOX CULVERT | | | 0015 4350.42 8.000 LF | 75.00000 600.00| 76.71000 613.68| 76.00000 608.00 42" CORRUGATED METAL PIPE | | | 0016 4360.42 1.000 EACH| 1000.00000 1000.00| 1022.78000 1022.78| 1000.00000 1000.00 42" METAL FLARED-END SECTION | | | 0017 7017.00 675.000 LF | 2.50000 1687.50| 2.05000 1383.75| 2.00000 1350.00 REMOVE GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F09 -8 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3436 COUNTIES : MADISON STANTON LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 1661 |( 6 ) 0477 |HENNINGSEN CONST., INC. |U.S. ASPHALT CO. |WESTERN ENGINEERING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 9110.01 20.000 HOUR| 65.00000 1300.00| 56.20000 1124.00| 65.00000 1300.00 RENTAL OF LOADER, FULLY OPERATED | | | 0019 9110.03 20.000 HOUR| 45.00000 900.00| 44.36000 887.20| 45.00000 900.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0020 9110.06 20.000 HOUR| 45.00000 900.00| 57.02000 1140.40| 60.00000 1200.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0021 9110.07 20.000 HOUR| 45.00000 900.00| 37.50000 750.00| 60.00000 1200.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0022 L020.00 2011.000 SY | 1.38000 2775.18| 1.48000 2976.28| 1.32000 2654.52 EROSION CONTROL | | | 0023 L020.09 177.000 SY | 10.00000 1770.00| 10.99000 1945.23| 14.00000 2478.00 EROSION CONTROL, TYPE AAA | | | 0024 L022.11 1925.000 LF | 2.00000 3850.00| 1.89000 3638.25| 2.20000 4235.00 FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 61,624.16| $ 62,804.82| $ 62,617.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 5 SEEDING | | | 0025 0030.50 LUMP| 100.00000 100.00| 204.56000 204.56| 600.00000 600.00 MOBILIZATION | | | 0026 L001.02 10.000 ACRE| 529.00000 5290.00| 434.68000 4346.80| 415.00000 4150.00 SEEDING, TYPE B | | | 0027 L020.02 2224.000 SY | 1.38000 3069.12| 1.43000 3180.32| 1.40000 3113.60 EROSION CONTROL, TYPE B | | | 0028 L032.75 22.500 TON | 65.00000 1462.50| 61.37000 1380.83| 71.00000 1597.50 MULCH | | | SECTION TOTALS | $ 9,921.62| $ 9,112.51| $ 9,461.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 7 GUARDRAIL | | | 0029 0030.70 LUMP| 125.00000 125.00| 127.85000 127.85| 200.00000 200.00 MOBILIZATION | | | 0030 7011.20 150.000 LF | 12.50000 1875.00| 12.78000 1917.00| 12.50000 1875.00 W-BEAM GUARDRAIL | | | 0031 7020.00 4.000 EACH| 1600.00000 6400.00| 1636.45000 6545.80| 1600.00000 6400.00 BRIDGE APPROACH SECTIONS | | | 0032 7024.27 4.000 EACH| 1400.00000 5600.00| 1431.89000 5727.56| 1400.00000 5600.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 14,000.00| $ 14,318.21| $ 14,075.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 9 BITUMINOUS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F09 -9 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3436 COUNTIES : MADISON STANTON LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 1661 |( 6 ) 0477 |HENNINGSEN CONST., INC. |U.S. ASPHALT CO. |WESTERN ENGINEERING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0033 0030.90 LUMP| 16000.00000 16000.00| 37305.04000 37305.04| 30000.00000 30000.00 MOBILIZATION | | | 0034 1020.03 36.000 EACH| 12.00000 432.00| 12.27000 441.72| 12.00000 432.00 DELINEATOR, TYPE III | | | 0035 2010.00 20.000 CY | 30.00000 600.00| 30.68000 613.60| 30.00000 600.00 CRUSHED ROCK SURFACE COURSE | | | 0036 2020.00 36.000 SY | 70.00000 2520.00| 10.23000 368.28| 5.00000 180.00 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0037 2021.00 2.000 EACH| 100.00000 200.00| 102.28000 204.56| 100.00000 200.00 MAILBOX POST | | | 0038 3040.11 34.400 SY | 79.00000 2717.60| 80.80000 2779.52| 85.00000 2924.00 CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | | DEPTH | | | 0039 3040.12 423.200 SY | 65.00000 27508.00| 66.48000 28134.34| 67.00000 28354.40 CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | | DEPTH | | | 0040 3040.13 3195.000 SY | 56.00000 178920.00| 57.28000 183009.60| 57.00000 182115.00 CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | | DEPTH | | | 0041 3041.25 8.000 TON | 600.00000 4800.00| 613.67000 4909.36| 620.00000 4960.00 BITUMINOUS PATCHING | | | 0042 3221.15 22.600 SY | 65.00000 1469.00| 66.48000 1502.45| 70.00000 1582.00 CONCRETE PAVEMENT, CLASS PR-3500 JOINT | | | REPAIR | | | 0043 7500.47 1.000 EACH| 1000.00000 1000.00| 664.81000 664.81| 100.00000 100.00 STOP AHEAD SYMBOL | | | 0044 9005.45 17670.000 TON | 26.28000 464367.60| 25.90000 457653.00| 28.50000 503595.00 ASPHALTIC CONCRETE, TYPE SP4(0.5) | | | 0045 9009.00 561.000 SY | 1.20000 673.20| 3.07000 1722.27| 3.00000 1683.00 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0046 9021.08 954.180 TON | 217.50000 207534.15| 221.95000 211780.25| 222.00000 211827.96 PERFORMANCE GRADED BINDER (64-28) | | | 0047 9034.00 256.000 SY | 2.00000 512.00| 3.07000 785.92| 3.00000 768.00 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0048 9053.00 15620.000 GAL | 0.90000 14058.00| 0.90000 14058.00| 1.00000 15620.00 TACK COAT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F09 -10 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 3436 COUNTIES : MADISON STANTON LETTING DATE : 01/29/04 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 1661 |( 6 ) 0477 |HENNINGSEN CONST., INC. |U.S. ASPHALT CO. |WESTERN ENGINEERING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 9111.00 93.000 MGAL| 5.00000 465.00| 10.23000 951.39| 1.00000 93.00 WATER | | | 0050 9170.00 370.857 STA | 70.00000 25959.99| 71.59000 26549.65| 70.00000 25959.99 EARTH SHOULDER CONSTRUCTION | | | 0051 9173.15 370.857 STA | 23.24000 8618.72| 26.69000 9898.17| 50.00000 18542.85 TRENCHED WIDENING | | | 0052 9179.80 4.000 EACH| 750.00000 3000.00| 920.50000 3682.00| 1000.00000 4000.00 MILLING CONCRETE FOR INLAYS | | | 0053 9188.50 449.000 SY | 19.00000 8531.00| 17.39000 7808.11| 27.00000 12123.00 SURFACING UNDER GUARDRAIL | | | 0054 9300.52 3.480 LS | 1000.00000 1000.00| 1534.17000 1534.17| 2500.00000 2500.00 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 970,886.26| $ 996,356.21| $ 1,048,160.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 10 GENERAL ITEMS | | | 0055 0001.08 16250.000 BDAY| 0.50000 8125.00| 0.50000 8125.00| 0.50000 8125.00 BARRICADE, TYPE II | | | 0056 0001.10 860.000 BDAY| 2.00000 1720.00| 2.05000 1763.00| 2.00000 1720.00 BARRICADE, TYPE III | | | 0057 0001.75 720.000 EACH| 4.00000 2880.00| 4.09000 2944.80| 5.00000 3600.00 TEMPORARY SIGN DAY | | | 0058 0001.90 4255.000 EACH| 1.00000 4255.00| 0.51000 2170.05| 0.60000 2553.00 SIGN DAY | | | 0059 0002.55 366.300 STA | 7.00000 2564.10| 7.16000 2622.71| 7.00000 2564.10 OVERLAY BROKEN LINES | | | 0060 0002.60 732.500 STA | 7.00000 5127.50| 7.16000 5244.70| 7.00000 5127.50 OVERLAY SOLID LINES | | | 0061 0003.10 100.000 DAY | 225.00000 22500.00| 178.20000 17820.00| 200.00000 20000.00 FLAGGING | | | 0062 0003.20 45.000 DAY | 300.00000 13500.00| 250.12000 11255.40| 300.00000 13500.00 FURNISHING AND OPERATING PILOT VEHICLE | | | 0063 0010.04 1.000 EACH| 2500.00000 2500.00| 2045.56000 2045.56| 2000.00000 2000.00 FIELD OFFICE | | | 0064 0030.00 LUMP| 8200.00000 8200.00| 16320.34000 16320.34| 1200.00000 1200.00 MOBILIZATION | | | SECTION TOTALS | $ 71,371.60| $ 70,311.56| $ 60,389.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,127,803.64| $ 1,152,903.31| $ 1,194,703.44 ====================================================================================================================================
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