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12/22/2003
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December 18, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : 2 VENDOR RANKING CALL ORDER : F43 CONTRACT ID : 8647 COUNTIES : WHEELER LETTING DATE : 12/18/03 DISTRICT : 8 CONTRACT DESCRIPTION : PROJECT(S) : NH-281-3(108) US-281 / N-70, NORTH AND SOUTH OF BARTLETT -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0477 WESTERN ENGINEERING COMPANY, INC. IS DETERMINED TO BE 0477 THE APPARENT LOW BIDDER BECAUSE OF DEPARTMENT TIES. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0875 BROWER CONSTRUCTION CO. $ 2,747,631.67 100.0000% * 2 0477 WESTERN ENGINEERING COMPANY, INC. $ 2,768,614.82 100.7637% 3 0083 WERNER CONSTRUCTION, INC. $ 2,836,374.26 103.2298% 4 0086 HENNINGSEN CONST., INC. $ 2,841,484.30 103.4158% 5 2252 PAULSEN, INC. $ 3,092,937.45 112.5674% 6 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 3,108,621.23 113.1382% NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F43 -3 TABULATION OF BIDS CALL ORDER : F43 CONTRACT ID : 8647 COUNTIES : WHEELER LETTING DATE : 12/18/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 1 ) 0875 |( 2 ) 0477 |( 3 ) 0083 |BROWER CONSTRUCTION CO. |WESTERN ENGINEERING COMPANY |WERNER 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| 22500.00000 22500.00| 11000.00000 11000.00| 22500.00000 22500.00 MOBILIZATION | | | 0002 1000.00 3.000 EACH| 650.00000 1950.00| 200.00000 600.00| 650.00000 1950.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 5000.00000 5000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.00 99637.000 m3 | 1.65000 164401.05| 1.52000 151448.24| 1.65000 164401.05 EXCAVATION | | | 0005 1010.01 880.000 m3 | 5.50000 4840.00| 3.00000 2640.00| 5.50000 4840.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0006 1010.10 17052.000 m3 | 0.01000 170.52| 3.80000 64797.60| 0.01000 170.52 EXCAVATION, BORROW | | | 0007 1011.00 2917.000 kL | 2.00000 5834.00| 2.00000 5834.00| 2.00000 5834.00 WATER | | | 0008 1012.00 120.000 EACH| 70.00000 8400.00| 55.00000 6600.00| 70.00000 8400.00 RIGHT-OF-WAY MARKERS | | | 0009 1040.00 394500.000 m2 | 0.26000 102570.00| 0.29000 114405.00| 0.26000 102570.00 SLOPE PROTECTION | | | 0010 1040.06 434.000 Mg | 110.00000 47740.00| 111.00000 48174.00| 110.00000 47740.00 SLOPE PROTECTION MULCH | | | 0011 1041.00 394500.000 m2 | 0.27000 106515.00| 0.31000 122295.00| 0.27000 106515.00 SALVAGING AND PLACING TOPSOIL | | | 0012 1102.00 9213.000 m2 | 3.15000 29020.95| 3.00000 27639.00| 3.15000 29020.95 REMOVE ASPHALT SURFACE | | | 0013 1106.00 375.000 m2 | 3.50000 1312.50| 4.00000 1500.00| 3.50000 1312.50 REMOVE DRIVEWAY | | | 0014 1701.24 269.500 m | 39.50000 10645.25| 16.50000 4446.75| 39.50000 10645.25 600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0015 1701.30 57.500 m | 61.50000 3536.25| 30.00000 1725.00| 61.50000 3536.25 750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0016 4040.00 6.000 EACH| 90.00000 540.00| 150.00000 900.00| 90.00000 540.00 REMOVE HEADWALLS FROM CULVERTS | | | 0017 7017.00 83.900 m | 13.00000 1090.70| 3.60000 302.04| 8.20000 687.98 REMOVE GUARDRAIL | | | 0018 L020.00 1105.000 m2 | 1.65000 1823.25| 1.51000 1668.55| 1.65000 1823.25 EROSION CONTROL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F43 -4 TABULATION OF BIDS CALL ORDER : F43 CONTRACT ID : 8647 COUNTIES : WHEELER LETTING DATE : 12/18/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 1 ) 0875 |( 2 ) 0477 |( 3 ) 0083 |BROWER CONSTRUCTION CO. |WESTERN ENGINEERING COMPANY |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 L020.01 371.260 m2 | 6.00000 2227.56| 7.10000 2635.95| 6.00000 2227.56 EROSION CONTROL, TYPE A | | | 0020 L020.10 2099.940 m2 | 1.85000 3884.89| 1.76000 3695.89| 1.85000 3884.89 EROSION CONTROL, TYPE HV | | | 0021 L021.01 30.000 BALE| 21.00000 630.00| 25.00000 750.00| 21.00000 630.00 EROSION CHECKS, TYPE A | | | 0022 L021.06 239.000 BALE| 19.00000 4541.00| 23.00000 5497.00| 19.00000 4541.00 EROSION CHECKS, TYPE HV | | | 0023 L022.25 3378.800 m | 9.50000 32098.60| 9.10000 30747.08| 9.75000 32943.30 FABRIC SILT FENCE, TYPE COIR FIBER | | | 0024 L030.75 3730.000 m3 | 6.80000 25364.00| 8.10000 30213.00| 6.80000 25364.00 MANURE TOPDRESSING | | | SECTION TOTALS | $ 586,635.52| $ 649,514.10| $ 587,077.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0025 0030.40 LUMP| 2200.00000 2200.00| 2500.00000 2500.00| 2200.00000 2200.00 MOBILIZATION | | | 0026 4004.50 569.000 kg | 4.75000 2702.75| 4.80000 2731.20| 4.75000 2702.75 CAST IRON GRATE AND FRAME | | | 0027 4035.00 2.000 EACH| 150.00000 300.00| 150.00000 300.00| 150.00000 300.00 REMOVE FLARED-END SECTION | | | 0028 4040.00 16.000 EACH| 100.00000 1600.00| 100.00000 1600.00| 100.00000 1600.00 REMOVE HEADWALLS FROM CULVERTS | | | 0029 4050.01 28.000 m3 | 26.00000 728.00| 26.00000 728.00| 26.00000 728.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0030 4105.59 2.740 m3 | 600.00000 1644.00| 600.00000 1644.00| 600.00000 1644.00 CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0031 4155.50 91.000 kg | 2.00000 182.00| 2.00000 182.00| 2.00000 182.00 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0032 4310.24 11.000 EACH| 175.00000 1925.00| 175.00000 1925.00| 175.00000 1925.00 600 mm FLARED-END SECTION | | | 0033 4310.30 3.000 EACH| 250.00000 750.00| 250.00000 750.00| 250.00000 750.00 750 mm FLARED-END SECTION | | | 0034 4310.42 2.000 EACH| 685.00000 1370.00| 690.00000 1380.00| 685.00000 1370.00 1050 mm FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F43 -5 TABULATION OF BIDS CALL ORDER : F43 CONTRACT ID : 8647 COUNTIES : WHEELER LETTING DATE : 12/18/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 1 ) 0875 |( 2 ) 0477 |( 3 ) 0083 |BROWER CONSTRUCTION CO. |WESTERN ENGINEERING COMPANY |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 P300.24 45.800 m | 79.00000 3618.20| 80.00000 3664.00| 79.00000 3618.20 600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0036 P300.30 29.400 m | 89.00000 2616.60| 90.00000 2646.00| 89.00000 2616.60 750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0037 P300.42 10.900 m | 131.00000 1427.90| 132.00000 1438.80| 131.00000 1427.90 1050 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | SECTION TOTALS | $ 21,064.45| $ 21,489.00| $ 21,064.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6 BRIDGE AT STA. 998+81.50 1-9.75 M SPAN, CONCRETE SLAB BRIDGE | | | 0038 0030.60 LUMP| 5500.00000 5500.00| 5700.00000 5700.00| 5500.00000 5500.00 MOBILIZATION | | | 0039 1010.01 20.000 m3 | 100.00000 2000.00| 100.00000 2000.00| 100.00000 2000.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0040 1043.50 70.000 m2 | 2.00000 140.00| 2.00000 140.00| 2.00000 140.00 RIPRAP FILTER FABRIC | | | 0041 3050.15 144.000 m3 | 430.00000 61920.00| 433.00000 62352.00| 430.00000 61920.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0042 3051.10 9510.000 kg | 1.32000 12553.20| 1.33000 12648.30| 1.32000 12553.20 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0043 6000.10 35.000 LS | 1200.00000 1200.00| 1200.00000 1200.00| 1200.00000 1200.00 ABUTMENT NO.1 EXCAVATION | | | 0044 6000.11 35.000 LS | 1200.00000 1200.00| 1200.00000 1200.00| 1200.00000 1200.00 ABUTMENT NO.2 EXCAVATION | | | 0045 6005.35 27.800 m | 168.00000 4670.40| 170.00000 4726.00| 168.00000 4670.40 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0046 6007.01 98.400 m2 | 102.00000 10036.80| 105.00000 10332.00| 102.00000 10036.80 CLASS I REPAIR | | | 0047 6007.02 19.700 m2 | 140.00000 2758.00| 145.00000 2856.50| 140.00000 2758.00 CLASS II REPAIR | | | 0048 6007.03 4.000 m2 | 160.00000 640.00| 165.00000 660.00| 160.00000 640.00 CLASS III REPAIR | | | 0049 6008.40 136.600 m2 | 42.00000 5737.20| 42.00000 5737.20| 42.00000 5737.20 PLACING, FINISHING, AND CURING CONCRETE | | | OVERLAY-SF | | | 0050 6010.22 40.900 m3 | 515.00000 21063.50| 520.00000 21268.00| 515.00000 21063.50 CLASS 47B-20 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F43 -6 TABULATION OF BIDS CALL ORDER : F43 CONTRACT ID : 8647 COUNTIES : WHEELER LETTING DATE : 12/18/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 1 ) 0875 |( 2 ) 0477 |( 3 ) 0083 |BROWER CONSTRUCTION CO. |WESTERN ENGINEERING COMPANY |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 6010.26 28.000 m3 | 535.00000 14980.00| 540.00000 15120.00| 535.00000 14980.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0052 6016.02 6.800 m3 | 661.00000 4494.80| 665.00000 4522.00| 661.00000 4494.80 CONCRETE FOR OVERLAYS-SF | | | 0053 6030.00 1.000 EACH| 11500.00000 11500.00| 11700.00000 11700.00| 11500.00000 11500.00 PREPARATION OF BRIDGE AT STA. 998+81.5 | | | 0054 6080.00 165.000 kg | 5.50000 907.50| 5.60000 924.00| 5.50000 907.50 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0055 6104.00 10.000 Mg | 19.00000 190.00| 20.00000 200.00| 19.00000 190.00 BROKEN CONCRETE RIPRAP | | | 0056 6105.01 35.000 Mg | 49.00000 1715.00| 50.00000 1750.00| 49.00000 1715.00 ROCK RIPRAP, TYPE A | | | 0057 6131.50 5935.000 kg | 1.40000 8309.00| 1.41000 8368.35| 1.40000 8309.00 EPOXY COATED REINFORCING STEEL | | | 0058 6200.00 244.400 m | 99.00000 24195.60| 100.00000 24440.00| 99.00000 24195.60 CONCRETE PILING | | | 0059 6310.00 81.000 m2 | 146.00000 11826.00| 146.00000 11826.00| 146.00000 11826.00 STEEL SHEET PILING | | | 0060 8091.00 8.200 m3 | 26.00000 213.20| 27.00000 221.40| 26.00000 213.20 GRANULAR BACKFILL | | | SECTION TOTALS | $ 207,750.20| $ 209,891.75| $ 207,750.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 7 GUARDRAIL | | | 0061 0030.70 LUMP| 1.00000 1.00| 600.00000 600.00| 210.00000 210.00 MOBILIZATION | | | 0062 7011.20 53.340 m | 49.00000 2613.66| 38.00000 2026.92| 37.50000 2000.25 W-BEAM GUARDRAIL | | | 0063 7020.00 4.000 EACH| 1870.00000 7480.00| 1500.00000 6000.00| 1500.00000 6000.00 BRIDGE APPROACH SECTIONS | | | 0064 7024.27 4.000 EACH| 1688.50000 6754.00| 1500.00000 6000.00| 1500.00000 6000.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 16,848.66| $ 14,626.92| $ 14,210.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 8B ELECTRICAL | | | 0065 0030.81 LUMP| 1010.00000 1010.00| 1000.00000 1000.00| 1000.00000 1000.00 MOBILIZATION | | | 0066 A001.12 1.000 EACH| 303.00000 303.00| 300.00000 300.00| 300.00000 300.00 PULL BOX, TYPE PB-5 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F43 -7 TABULATION OF BIDS CALL ORDER : F43 CONTRACT ID : 8647 COUNTIES : WHEELER LETTING DATE : 12/18/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 1 ) 0875 |( 2 ) 0477 |( 3 ) 0083 |BROWER CONSTRUCTION CO. |WESTERN ENGINEERING COMPANY |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0067 A009.14 6.000 EACH| 2121.00000 12726.00| 2100.00000 12600.00| 2100.00000 12600.00 STREET LIGHTING UNIT, TYPE SL-BT-12.2-3 | | | 7-0.25 | | | 0068 A020.10 1.000 EACH| 1010.00000 1010.00| 1000.00000 1000.00| 1000.00000 1000.00 LIGHTING CONTROL CENTER, TYPE D | | | 0069 A070.10 172.000 m | 2.02000 347.44| 2.00000 344.00| 2.00000 344.00 38 mm CONDUIT IN TRENCH | | | 0070 A072.10 99.000 m | 2.02000 199.98| 2.00000 198.00| 2.00000 198.00 38 mm CONDUIT UNDER ROADWAY | | | 0071 A080.22 271.000 m | 0.30000 81.30| 0.30000 81.30| 0.30000 81.30 STREET LIGHTING CABLE, NO. 6 BARE | | | 0072 A080.24 542.000 m | 0.51000 276.42| 0.50000 271.00| 0.50000 271.00 STREET LIGHTING CABLE, NO. 6 USE | | | SECTION TOTALS | $ 15,954.14| $ 15,794.30| $ 15,794.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 9 BITUMINOUS | | | 0073 0030.90 LUMP| 78467.63000 78467.63| 50000.00000 50000.00| 137000.00000 137000.00 MOBILIZATION | | | 0074 2001.00 44.000 m3 | 15.00000 660.00| 23.00000 1012.00| 15.00000 660.00 GRAVEL SURFACE COURSE | | | 0075 2021.00 8.000 EACH| 50.00000 400.00| 50.00000 400.00| 50.00000 400.00 MAILBOX POST | | | 0076 8111.00 248.578 StaM| 289.00000 71839.04| 100.00000 24857.80| 290.00000 72087.62 SHOULDER SUBGRADE PREPARATION | | | 0077 9000.75 100.000 Mg | 24.88000 2488.00| 24.00000 2400.00| 23.35000 2335.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4(12.5) | | | 0078 9005.00 500.000 Mg | 50.08000 25040.00| 28.00000 14000.00| 33.35000 16675.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(12.5) | | | 0079 9005.23 15080.000 Mg | 18.18000 274154.40| 16.95000 255606.00| 15.59000 235097.20 ASPHALTIC CONCRETE, TYPE SPS | | | 0080 9005.45 25730.000 Mg | 24.88000 640162.40| 25.25000 649682.50| 23.35000 600795.50 ASPHALTIC CONCRETE, TYPE SP4(12.5) | | | 0081 9009.00 3087.000 m2 | 3.00000 9261.00| 3.00000 9261.00| 3.00000 9261.00 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0082 9009.75 4720.000 m2 | 22.19000 104736.80| 24.00000 113280.00| 34.11000 160999.20 TEMPORARY SURFACING 175 mm | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F43 -8 TABULATION OF BIDS CALL ORDER : F43 CONTRACT ID : 8647 COUNTIES : WHEELER LETTING DATE : 12/18/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 1 ) 0875 |( 2 ) 0477 |( 3 ) 0083 |BROWER CONSTRUCTION CO. |WESTERN ENGINEERING COMPANY |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0083 9020.94 5.400 Mg | 235.85000 1273.59| 246.00000 1328.40| 245.00000 1323.00 PERFORMANCE GRADED BINDER (64-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0084 9021.03 814.320 Mg | 195.31000 159044.84| 194.00000 157978.08| 194.00000 157978.08 PERFORMANCE GRADED BINDER (58-28) | | | 0085 9021.08 1416.420 Mg | 235.85000 334062.66| 246.00000 348439.32| 245.00000 347022.90 PERFORMANCE GRADED BINDER (64-28) | | | 0086 9053.00 100430.000 L | 0.10000 10043.00| 0.28000 28120.40| 0.26000 26111.80 TACK COAT | | | 0087 9111.00 1703.000 kL | 4.00000 6812.00| 2.00000 3406.00| 3.00000 5109.00 WATER | | | 0088 9173.20 10466.000 m2 | 0.90000 9419.40| 1.25000 13082.50| 2.00000 20932.00 SUBGRADE PREPARATION | | | 0089 9179.23 116.788 StaM| 371.27000 43359.88| 375.00000 43795.50| 345.00000 40291.86 COLD MILLING, CLASS 3 | | | 0090 9188.50 126.000 m2 | 15.00000 1890.00| 40.00000 5040.00| 25.00000 3150.00 SURFACING UNDER GUARDRAIL | | | 0091 9300.52 11.679 LS | 3500.00000 3500.00| 2500.00000 2500.00| 4000.00000 4000.00 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 1,776,614.64| $ 1,724,189.50| $ 1,841,229.16 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 10 GENERAL ITEMS | | | 0092 0001.08 14420.000 BDAY| 0.50000 7210.00| 0.50000 7210.00| 0.50000 7210.00 BARRICADE, TYPE II | | | 0093 0001.10 1028.000 BDAY| 2.02000 2076.56| 4.00000 4112.00| 2.50000 2570.00 BARRICADE, TYPE III | | | 0094 0001.75 490.000 EACH| 1.01000 494.90| 5.00000 2450.00| 2.00000 980.00 TEMPORARY SIGN DAY | | | 0095 0001.90 13256.000 EACH| 0.25000 3314.00| 0.80000 10604.80| 0.60000 7953.60 SIGN DAY | | | 0096 0002.30 300.000 m | 1.01000 303.00| 2.30000 690.00| 3.50000 1050.00 PAVEMENT MARKING REMOVAL | | | 0097 0002.39 450.000 m | 4.14000 1863.00| 4.80000 2160.00| 4.50000 2025.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0098 0002.47 200.000 m | 1.01000 202.00| 2.40000 480.00| 2.50000 500.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0099 0002.55 365.400 StaM| 21.21000 7750.13| 18.25000 6668.55| 26.00000 9500.40 OVERLAY BROKEN LINES | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F43 -9 TABULATION OF BIDS CALL ORDER : F43 CONTRACT ID : 8647 COUNTIES : WHEELER LETTING DATE : 12/18/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 1 ) 0875 |( 2 ) 0477 |( 3 ) 0083 |BROWER CONSTRUCTION CO. |WESTERN ENGINEERING COMPANY |WERNER CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 0002.60 730.800 StaM| 21.21000 15500.27| 18.25000 13337.10| 29.00000 21193.20 OVERLAY SOLID LINES | | | 0101 0003.10 100.000 DAY | 200.00000 20000.00| 210.00000 21000.00| 195.00000 19500.00 FLAGGING | | | 0102 0003.20 35.000 DAY | 280.00000 9800.00| 310.00000 10850.00| 295.00000 10325.00 FURNISHING AND OPERATING PILOT VEHICLE | | | 0103 0003.50 102.800 m | 88.00000 9046.40| 89.00000 9149.20| 88.00000 9046.40 CONCRETE PROTECTION BARRIER | | | 0104 0003.56 102.800 m | 16.00000 1644.80| 17.00000 1747.60| 16.00000 1644.80 RELOCATE CONCRETE PROTECTION BARRIER | | | 0105 0003.70 4.000 EACH| 202.00000 808.00| 300.00000 1200.00| 500.00000 2000.00 TEMPORARY RUMBLE STRIP | | | 0106 0003.75 1.000 EACH| 8500.00000 8500.00| 9200.00000 9200.00| 8500.00000 8500.00 TEMPORARY TRAFFIC SIGNAL | | | 0107 0030.00 LUMP| 1.00000 1.00| 5000.00000 5000.00| 10000.00000 10000.00 MOBILIZATION | | | 0108 9110.01 150.000 HOUR| 65.00000 9750.00| 55.00000 8250.00| 65.00000 9750.00 RENTAL OF LOADER, FULLY OPERATED | | | 0109 9110.02 50.000 HOUR| 65.00000 3250.00| 55.00000 2750.00| 75.00000 3750.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0110 9110.03 150.000 HOUR| 55.00000 8250.00| 40.00000 6000.00| 50.00000 7500.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0111 9110.06 100.000 HOUR| 55.00000 5500.00| 50.00000 5000.00| 75.00000 7500.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0112 9110.07 150.000 HOUR| 50.00000 7500.00| 35.00000 5250.00| 45.00000 6750.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 122,764.06| $ 133,109.25| $ 149,248.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,747,631.67| $ 2,768,614.82| $ 2,836,374.26 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F43 -10 TABULATION OF BIDS CALL ORDER : F43 CONTRACT ID : 8647 COUNTIES : WHEELER LETTING DATE : 12/18/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 2252 |( 6 ) 3606 |HENNINGSEN CONST., INC. |PAULSEN, 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| 22500.00000 22500.00| 2000.00000 2000.00| 50000.00000 50000.00 MOBILIZATION | | | 0002 1000.00 3.000 EACH| 650.00000 1950.00| 150.00000 450.00| 663.00000 1989.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 5000.00000 5000.00| 3000.00000 3000.00| 5100.00000 5100.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.00 99637.000 m3 | 1.73000 172372.01| 1.41000 140488.17| 1.68000 167390.16 EXCAVATION | | | 0005 1010.01 880.000 m3 | 5.50000 4840.00| 1.00000 880.00| 5.61000 4936.80 EXCAVATION (ESTABLISHED QUANTITY) | | | 0006 1010.10 17052.000 m3 | 0.01000 170.52| 2.00000 34104.00| 0.01000 170.52 EXCAVATION, BORROW | | | 0007 1011.00 2917.000 kL | 2.00000 5834.00| 2.00000 5834.00| 2.00000 5834.00 WATER | | | 0008 1012.00 120.000 EACH| 58.00000 6960.00| 60.00000 7200.00| 71.40000 8568.00 RIGHT-OF-WAY MARKERS | | | 0009 1040.00 394500.000 m2 | 0.27000 106515.00| 0.30000 118350.00| 0.27000 106515.00 SLOPE PROTECTION | | | 0010 1040.06 434.000 Mg | 110.00000 47740.00| 100.00000 43400.00| 112.20000 48694.80 SLOPE PROTECTION MULCH | | | 0011 1041.00 394500.000 m2 | 0.28000 110460.00| 0.40000 157800.00| 0.28000 110460.00 SALVAGING AND PLACING TOPSOIL | | | 0012 1102.00 9213.000 m2 | 3.15000 29020.95| 1.11000 10226.43| 3.21000 29573.73 REMOVE ASPHALT SURFACE | | | 0013 1106.00 375.000 m2 | 3.50000 1312.50| 3.00000 1125.00| 3.57000 1338.75 REMOVE DRIVEWAY | | | 0014 1701.24 269.500 m | 39.50000 10645.25| 54.00000 14553.00| 40.29000 10858.16 600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0015 1701.30 57.500 m | 61.50000 3536.25| 84.00000 4830.00| 62.73000 3606.98 750 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | | 4,5,6,7 OR 8 | | | 0016 4040.00 6.000 EACH| 90.00000 540.00| 250.00000 1500.00| 91.80000 550.80 REMOVE HEADWALLS FROM CULVERTS | | | 0017 7017.00 83.900 m | 8.20000 687.98| 4.00000 335.60| 13.26000 1112.51 REMOVE GUARDRAIL | | | 0018 L020.00 1105.000 m2 | 1.65000 1823.25| 1.50000 1657.50| 1.68000 1856.40 EROSION CONTROL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F43 -11 TABULATION OF BIDS CALL ORDER : F43 CONTRACT ID : 8647 COUNTIES : WHEELER LETTING DATE : 12/18/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 2252 |( 6 ) 3606 |HENNINGSEN CONST., INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 L020.01 371.260 m2 | 6.00000 2227.56| 7.00000 2598.82| 6.12000 2272.11 EROSION CONTROL, TYPE A | | | 0020 L020.10 2099.940 m2 | 1.85000 3884.89| 1.75000 3674.90| 1.89000 3968.89 EROSION CONTROL, TYPE HV | | | 0021 L021.01 30.000 BALE| 21.00000 630.00| 25.00000 750.00| 21.42000 642.60 EROSION CHECKS, TYPE A | | | 0022 L021.06 239.000 BALE| 19.00000 4541.00| 23.00000 5497.00| 19.38000 4631.82 EROSION CHECKS, TYPE HV | | | 0023 L022.25 3378.800 m | 9.75000 32943.30| 9.00000 30409.20| 9.69000 32740.57 FABRIC SILT FENCE, TYPE COIR FIBER | | | 0024 L030.75 3730.000 m3 | 6.80000 25364.00| 11.20000 41776.00| 6.94000 25886.20 MANURE TOPDRESSING | | | SECTION TOTALS | $ 601,498.46| $ 632,439.62| $ 628,697.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0025 0030.40 LUMP| 2200.00000 2200.00| 4500.00000 4500.00| 2244.00000 2244.00 MOBILIZATION | | | 0026 4004.50 569.000 kg | 4.75000 2702.75| 3.10000 1763.90| 4.85000 2759.65 CAST IRON GRATE AND FRAME | | | 0027 4035.00 2.000 EACH| 150.00000 300.00| 165.00000 330.00| 153.00000 306.00 REMOVE FLARED-END SECTION | | | 0028 4040.00 16.000 EACH| 100.00000 1600.00| 125.00000 2000.00| 102.00000 1632.00 REMOVE HEADWALLS FROM CULVERTS | | | 0029 4050.01 28.000 m3 | 26.00000 728.00| 12.94000 362.32| 26.52000 742.56 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0030 4105.59 2.740 m3 | 600.00000 1644.00| 525.00000 1438.50| 612.00000 1676.88 CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0031 4155.50 91.000 kg | 2.00000 182.00| 1.85000 168.35| 2.04000 185.64 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0032 4310.24 11.000 EACH| 175.00000 1925.00| 212.00000 2332.00| 178.50000 1963.50 600 mm FLARED-END SECTION | | | 0033 4310.30 3.000 EACH| 250.00000 750.00| 264.00000 792.00| 255.00000 765.00 750 mm FLARED-END SECTION | | | 0034 4310.42 2.000 EACH| 685.00000 1370.00| 625.00000 1250.00| 698.70000 1397.40 1050 mm FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F43 -12 TABULATION OF BIDS CALL ORDER : F43 CONTRACT ID : 8647 COUNTIES : WHEELER LETTING DATE : 12/18/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 2252 |( 6 ) 3606 |HENNINGSEN CONST., INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 P300.24 45.800 m | 79.00000 3618.20| 79.14000 3624.61| 80.58000 3690.56 600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0036 P300.30 29.400 m | 89.00000 2616.60| 95.16000 2797.70| 90.78000 2668.93 750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | 0037 P300.42 10.900 m | 131.00000 1427.90| 134.00000 1460.60| 133.62000 1456.46 1050 mm CULVERT PIPE, TYPE 3,4 OR 5 | | | SECTION TOTALS | $ 21,064.45| $ 22,819.98| $ 21,488.58 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6 BRIDGE AT STA. 998+81.50 1-9.75 M SPAN, CONCRETE SLAB BRIDGE | | | 0038 0030.60 LUMP| 6050.00000 6050.00| 30000.00000 30000.00| 5610.00000 5610.00 MOBILIZATION | | | 0039 1010.01 20.000 m3 | 100.00000 2000.00| 10.00000 200.00| 102.00000 2040.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0040 1043.50 70.000 m2 | 2.00000 140.00| 3.00000 210.00| 2.04000 142.80 RIPRAP FILTER FABRIC | | | 0041 3050.15 144.000 m3 | 430.00000 61920.00| 350.00000 50400.00| 438.60000 63158.40 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0042 3051.10 9510.000 kg | 1.32000 12553.20| 1.20000 11412.00| 1.35000 12838.50 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0043 6000.10 35.000 LS | 1200.00000 1200.00| 15000.00000 15000.00| 1224.00000 1224.00 ABUTMENT NO.1 EXCAVATION | | | 0044 6000.11 35.000 LS | 1200.00000 1200.00| 15000.00000 15000.00| 1224.00000 1224.00 ABUTMENT NO.2 EXCAVATION | | | 0045 6005.35 27.800 m | 168.00000 4670.40| 200.00000 5560.00| 171.36000 4763.81 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0046 6007.01 98.400 m2 | 102.00000 10036.80| 30.00000 2952.00| 104.04000 10237.54 CLASS I REPAIR | | | 0047 6007.02 19.700 m2 | 140.00000 2758.00| 250.00000 4925.00| 142.80000 2813.16 CLASS II REPAIR | | | 0048 6007.03 4.000 m2 | 160.00000 640.00| 200.00000 800.00| 163.20000 652.80 CLASS III REPAIR | | | 0049 6008.40 136.600 m2 | 42.00000 5737.20| 120.00000 16392.00| 42.84000 5851.94 PLACING, FINISHING, AND CURING CONCRETE | | | OVERLAY-SF | | | 0050 6010.22 40.900 m3 | 515.00000 21063.50| 850.00000 34765.00| 525.30000 21484.77 CLASS 47B-20 CONCRETE FOR BRIDGE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F43 -13 TABULATION OF BIDS CALL ORDER : F43 CONTRACT ID : 8647 COUNTIES : WHEELER LETTING DATE : 12/18/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 2252 |( 6 ) 3606 |HENNINGSEN CONST., INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 6010.26 28.000 m3 | 535.00000 14980.00| 820.00000 22960.00| 545.70000 15279.60 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0052 6016.02 6.800 m3 | 661.00000 4494.80| 600.00000 4080.00| 674.22000 4584.70 CONCRETE FOR OVERLAYS-SF | | | 0053 6030.00 1.000 EACH| 12650.00000 12650.00| 57000.00000 57000.00| 11730.00000 11730.00 PREPARATION OF BRIDGE AT STA. 998+81.5 | | | 0054 6080.00 165.000 kg | 5.50000 907.50| 8.00000 1320.00| 5.61000 925.65 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0055 6104.00 10.000 Mg | 19.00000 190.00| 16.00000 160.00| 19.38000 193.80 BROKEN CONCRETE RIPRAP | | | 0056 6105.01 35.000 Mg | 49.00000 1715.00| 50.00000 1750.00| 49.98000 1749.30 ROCK RIPRAP, TYPE A | | | 0057 6131.50 5935.000 kg | 1.40000 8309.00| 1.40000 8309.00| 1.43000 8487.05 EPOXY COATED REINFORCING STEEL | | | 0058 6200.00 244.400 m | 99.00000 24195.60| 80.00000 19552.00| 100.98000 24679.51 CONCRETE PILING | | | 0059 6310.00 81.000 m2 | 146.00000 11826.00| 140.00000 11340.00| 148.92000 12062.52 STEEL SHEET PILING | | | 0060 8091.00 8.200 m3 | 26.00000 213.20| 40.00000 328.00| 26.52000 217.46 GRANULAR BACKFILL | | | SECTION TOTALS | $ 209,450.20| $ 314,415.00| $ 211,951.31 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 7 GUARDRAIL | | | 0061 0030.70 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 1000.00000 1000.00 MOBILIZATION | | | 0062 7011.20 53.340 m | 37.50000 2000.25| 37.50000 2000.25| 38.25000 2040.26 W-BEAM GUARDRAIL | | | 0063 7020.00 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| 1530.00000 6120.00 BRIDGE APPROACH SECTIONS | | | 0064 7024.27 4.000 EACH| 1500.00000 6000.00| 1500.00000 6000.00| 1530.00000 6120.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 16,000.25| $ 15,000.25| $ 15,280.26 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 8B ELECTRICAL | | | 0065 0030.81 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 1020.00000 1020.00 MOBILIZATION | | | 0066 A001.12 1.000 EACH| 300.00000 300.00| 300.00000 300.00| 306.00000 306.00 PULL BOX, TYPE PB-5 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F43 -14 TABULATION OF BIDS CALL ORDER : F43 CONTRACT ID : 8647 COUNTIES : WHEELER LETTING DATE : 12/18/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 2252 |( 6 ) 3606 |HENNINGSEN CONST., INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0067 A009.14 6.000 EACH| 2310.00000 13860.00| 2100.00000 12600.00| 2142.00000 12852.00 STREET LIGHTING UNIT, TYPE SL-BT-12.2-3 | | | 7-0.25 | | | 0068 A020.10 1.000 EACH| 1000.00000 1000.00| 1000.00000 1000.00| 1020.00000 1020.00 LIGHTING CONTROL CENTER, TYPE D | | | 0069 A070.10 172.000 m | 2.00000 344.00| 2.00000 344.00| 2.04000 350.88 38 mm CONDUIT IN TRENCH | | | 0070 A072.10 99.000 m | 2.00000 198.00| 2.00000 198.00| 2.04000 201.96 38 mm CONDUIT UNDER ROADWAY | | | 0071 A080.22 271.000 m | 0.30000 81.30| 0.30000 81.30| 0.31000 84.01 STREET LIGHTING CABLE, NO. 6 BARE | | | 0072 A080.24 542.000 m | 0.50000 271.00| 0.50000 271.00| 0.51000 276.42 STREET LIGHTING CABLE, NO. 6 USE | | | SECTION TOTALS | $ 17,054.30| $ 15,794.30| $ 16,111.27 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 9 BITUMINOUS | | | 0073 0030.90 LUMP| 58300.00000 58300.00| 31500.00000 31500.00| 150000.00000 150000.00 MOBILIZATION | | | 0074 2001.00 44.000 m3 | 40.00000 1760.00| 21.60000 950.40| 21.46000 944.24 GRAVEL SURFACE COURSE | | | 0075 2021.00 8.000 EACH| 50.00000 400.00| 44.50000 356.00| 51.00000 408.00 MAILBOX POST | | | 0076 8111.00 248.578 StaM| 135.00000 33558.03| 237.95000 59149.14| 294.78000 73275.82 SHOULDER SUBGRADE PREPARATION | | | 0077 9000.75 100.000 Mg | 25.20000 2520.00| 27.30000 2730.00| 29.82000 2982.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4(12.5) | | | 0078 9005.00 500.000 Mg | 55.00000 27500.00| 32.25000 16125.00| 51.60000 25800.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(12.5) | | | 0079 9005.23 15080.000 Mg | 17.14000 258471.20| 17.90000 269932.00| 18.30000 275964.00 ASPHALTIC CONCRETE, TYPE SPS | | | 0080 9005.45 25730.000 Mg | 27.83000 716065.90| 27.35000 703715.50| 29.82000 767268.60 ASPHALTIC CONCRETE, TYPE SP4(12.5) | | | 0081 9009.00 3087.000 m2 | 2.50000 7717.50| 2.29000 7069.23| 3.27000 10094.49 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0082 9009.75 4720.000 m2 | 24.41000 115215.20| 23.13000 109173.60| 36.01000 169967.20 TEMPORARY SURFACING 175 mm | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F43 -15 TABULATION OF BIDS CALL ORDER : F43 CONTRACT ID : 8647 COUNTIES : WHEELER LETTING DATE : 12/18/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 2252 |( 6 ) 3606 |HENNINGSEN CONST., INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0083 9020.94 5.400 Mg | 246.00000 1328.40| 312.90000 1689.66| 245.00000 1323.00 PERFORMANCE GRADED BINDER (64-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0084 9021.03 814.320 Mg | 207.00000 168564.24| 224.70000 182977.70| 190.00000 154720.80 PERFORMANCE GRADED BINDER (58-28) | | | 0085 9021.08 1416.420 Mg | 246.00000 348439.32| 312.80000 443056.18| 245.00000 347022.90 PERFORMANCE GRADED BINDER (64-28) | | | 0086 9053.00 100430.000 L | 0.25000 25107.50| 0.41000 41176.30| 0.29000 29124.70 TACK COAT | | | 0087 9111.00 1703.000 kL | 2.50000 4257.50| 2.80000 4768.40| 4.08000 6948.24 WATER | | | 0088 9173.20 10466.000 m2 | 1.30000 13605.80| 1.30000 13605.80| 2.39000 25013.74 SUBGRADE PREPARATION | | | 0089 9179.23 116.788 StaM| 352.10000 41121.05| 446.00000 52087.45| 332.16000 38792.30 COLD MILLING, CLASS 3 | | | 0090 9188.50 126.000 m2 | 24.00000 3024.00| 27.50000 3465.00| 42.81000 5394.06 SURFACING UNDER GUARDRAIL | | | 0091 9300.52 11.679 LS | 2000.00000 2000.00| 3117.00000 3117.00| 1500.00000 1500.00 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 1,828,955.64| $ 1,946,644.36| $ 2,086,544.09 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 10 GENERAL ITEMS | | | 0092 0001.08 14420.000 BDAY| 0.50000 7210.00| 0.50000 7210.00| 0.50000 7210.00 BARRICADE, TYPE II | | | 0093 0001.10 1028.000 BDAY| 0.75000 771.00| 4.20000 4317.60| 2.04000 2097.12 BARRICADE, TYPE III | | | 0094 0001.75 490.000 EACH| 2.00000 980.00| 6.00000 2940.00| 1.02000 499.80 TEMPORARY SIGN DAY | | | 0095 0001.90 13256.000 EACH| 0.70000 9279.20| 0.70000 9279.20| 0.26000 3446.56 SIGN DAY | | | 0096 0002.30 300.000 m | 1.95000 585.00| 4.90000 1470.00| 1.02000 306.00 PAVEMENT MARKING REMOVAL | | | 0097 0002.39 450.000 m | 2.60000 1170.00| 7.60000 3420.00| 4.18000 1881.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0098 0002.47 200.000 m | 3.20000 640.00| 6.00000 1200.00| 1.02000 204.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0099 0002.55 365.400 StaM| 29.00000 10596.60| 23.50000 8586.90| 21.42000 7826.87 OVERLAY BROKEN LINES | | | NEBRASKA DEPARTMENT OF ROADS DATE : 12/19/03 PAGE : F43 -16 TABULATION OF BIDS CALL ORDER : F43 CONTRACT ID : 8647 COUNTIES : WHEELER LETTING DATE : 12/18/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 4 ) 0086 |( 5 ) 2252 |( 6 ) 3606 |HENNINGSEN CONST., INC. |PAULSEN, INC. |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0100 0002.60 730.800 StaM| 29.00000 21193.20| 23.00000 16808.40| 21.42000 15653.74 OVERLAY SOLID LINES | | | 0101 0003.10 100.000 DAY | 225.00000 22500.00| 193.40000 19340.00| 222.18000 22218.00 FLAGGING | | | 0102 0003.20 35.000 DAY | 300.00000 10500.00| 300.00000 10500.00| 294.68000 10313.80 FURNISHING AND OPERATING PILOT VEHICLE | | | 0103 0003.50 102.800 m | 100.00000 10280.00| 108.00000 11102.40| 89.76000 9227.33 CONCRETE PROTECTION BARRIER | | | 0104 0003.56 102.800 m | 20.00000 2056.00| 4.80000 493.44| 16.32000 1677.70 RELOCATE CONCRETE PROTECTION BARRIER | | | 0105 0003.70 4.000 EACH| 500.00000 2000.00| 508.00000 2032.00| 204.00000 816.00 TEMPORARY RUMBLE STRIP | | | 0106 0003.75 1.000 EACH| 9500.00000 9500.00| 12724.00000 12724.00| 8670.00000 8670.00 TEMPORARY TRAFFIC SIGNAL | | | 0107 0030.00 LUMP| 9200.00000 9200.00| 5900.00000 5900.00| 7500.00000 7500.00 MOBILIZATION | | | 0108 9110.01 150.000 HOUR| 45.00000 6750.00| 55.00000 8250.00| 50.00000 7500.00 RENTAL OF LOADER, FULLY OPERATED | | | 0109 9110.02 50.000 HOUR| 85.00000 4250.00| 55.00000 2750.00| 50.00000 2500.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0110 9110.03 150.000 HOUR| 45.00000 6750.00| 45.00000 6750.00| 45.00000 6750.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0111 9110.06 100.000 HOUR| 45.00000 4500.00| 55.00000 5500.00| 70.00000 7000.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0112 9110.07 150.000 HOUR| 45.00000 6750.00| 35.00000 5250.00| 35.00000 5250.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 147,461.00| $ 145,823.94| $ 128,547.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,841,484.30| $ 3,092,937.45| $ 3,108,621.23 ====================================================================================================================================
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