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Last Updated:
11/17/2003
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November 13, 2003
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS CALL ORDER : F16 DATE : 11/14/03 DATE OF LETTING : 11/13/03 PAGE : 1 & LISTING OF INCOMPLETE BIDS --------------------------------------------------------------------------------------------------------------------------------- PROPOSAL BID PRICE VENDOR TYPE OF LINE LINE NUMBER UNIT BID PRICE EXTENDED AMOUNT --------------------------------------------------------------------------------------------------------------------------------- 1661 L 0001 $ 1,959.27000 $ 1,959.27 1661 L 0002 $ 78.37000 $ 1,097.18 1661 L 0003 $ 13,225.08000 $ 13,225.08 1661 L 0004 $ 8.00000 $ 2,296.00 1661 L 0005 $ 73.47000 $ 6,979.65 1661 L 0006 $ 5.00000 $ 95,395.00 1661 L 0007 $ 3.92000 $ 1,187.76 1661 L 0008 $ 4.41000 $ 1,358.28 1661 L 0009 $ 44.08000 $ 2,424.40 1661 L 0010 $ 146.95000 $ 146.95 1661 L 0011 $ 2.27000 $ 2,154.23 1661 L 0012 $ 97.96000 $ 2,057.16 1661 L 0013 $ 1.57000 $ 8,972.55 1661 L 0014 $ 5.88000 $ 1,034.88 1661 L 0015 $ 9.80000 $ 4,410.00 1661 L 0016 $ 1.57000 $ 1,436.55 1661 L 0017 $ 11.76000 $ 211.68 1661 L 0018 $ 29.39000 $ 352.68 1661 L 0019 $ 1.96000 $ 9,604.00 1661 L 0020 $ 2.69000 $ 13,396.20 1661 L 0021 $ 2,938.91000 $ 2,938.91 1661 L 0022 $ 2.45000 $ 78.40 1661 L 0023 $ 97.96000 $ 1,763.28 1661 L 0024 $ 781.75000 $ 781.75 1661 L 0025 $ 781.75000 $ 781.75 1661 L 0026 $ 11.76000 $ 929.04 1661 L 0027 $ 13.71000 $ 1,535.52 1661 L 0028 $ 282.13000 $ 22,776.35 1661 L 0029 $ 422.22000 $ 1,351.10 1661 L 0030 $ 422.22000 $ 126.67 1661 L 0031 $ 0.69000 $ 6,148.59 1661 L 0032 $ 2.45000 $ 367.50 1661 L 0033 $ 189.85000 $ 949.25 1661 L 0034 $ 271.07000 $ 1,626.42 1661 L 0035 $ 330.24000 $ 330.24 1661 L 0036 $ 634.12000 $ 1,268.24 1661 L 0037 $ 739.53000 $ 2,958.12 1661 L 0038 $ 709.45000 $ 1,418.90 1661 L 0039 $ 59.37000 $ 3,680.94 1661 L 0040 $ 1,433.50000 $ 1,433.50 1661 L 0041 $ 14.30000 $ 414.70 1661 L 0042 $ 19.10000 $ 458.40 NEBRASKA DEPARTMENT OF ROADS CALL ORDER : F16 DATE : 11/14/03 DATE OF LETTING : 11/13/03 PAGE : 2 & LISTING OF INCOMPLETE BIDS --------------------------------------------------------------------------------------------------------------------------------- PROPOSAL BID PRICE VENDOR TYPE OF LINE LINE NUMBER UNIT BID PRICE EXTENDED AMOUNT --------------------------------------------------------------------------------------------------------------------------------- 1661 L 0043 $ 24.59000 $ 1,327.86 1661 L 0044 $ 22.53000 $ 202.77 1661 L 0045 $ 46.24000 $ 2,127.04 1661 L 0046 $ 52.21000 $ 4,124.59 1661 L 0047 $ 53.98000 $ 1,565.42 1661 L 0048 $ 24.39000 $ 2,365.83 1661 L 0049 $ 1,792.93000 $ 1,792.93 1661 L 0050 $ 2,668.93000 $ 2,668.93 1661 L 0051 $ 11.93000 $ 1,097.56 1661 L 0052 $ 278.71000 $ 32,720.55 1661 L 0053 $ 0.72000 $ 7,877.52 1661 L 0054 $ 2,003.82000 $ 2,003.82 1661 L 0055 $ 2,550.94000 $ 2,550.94 1661 L 0056 $ 12.75000 $ 879.75 1661 L 0057 $ 295.21000 $ 25,334.92 1661 L 0058 $ 0.75000 $ 5,652.00 1661 L 0059 $ 244.91000 $ 244.91 1661 L 0060 $ 488.84000 $ 7,332.60 1661 L 0061 $ 390.87000 $ 2,345.22 1661 L 0062 $ 2.84000 $ 5,498.24 1661 L 0063 $ 63.68000 $ 3,012.06 1661 L 0064 $ 68,574.47000 $ 68,574.47 1661 L 0065 $ 3.43000 $ 4,116.00 1661 L 0066 $ 2.45000 $ 2,851.80 1661 L 0067 $ 210.72000 $ 37,002.43 1661 L 0068 $ 0.73000 $ 13,975.85 1661 L 0069 $ 6,367.63000 $ 6,367.63 1661 L 0070 $ 6,367.63000 $ 6,367.63 1661 L 0071 $ 17,633.44000 $ 17,633.44 1661 L 0072 $ 17,633.44000 $ 17,633.44 1661 L 0073 $ 49.26000 $ 4,236.36 1661 L 0074 $ 881.67000 $ 7,053.36 1661 L 0075 $ 465.33000 $ 7,445.28 1661 L 0076 $ 318.38000 $ 74,405.41 1661 L 0077 $ 298.79000 $ 124,864.34 1661 L 0078 $ 156,741.65000 $ 156,741.65 1661 L 0079 $ 63,676.29000 $ 63,676.29 1661 L 0080 $ 2.45000 $ 14,357.00 1661 L 0081 $ 14.69000 $ 3,011.45 1661 L 0082 $ 31.35000 $ 783.75 1661 L 0083 $ 29.39000 $ 16,017.55 1661 L 0084 $ 0.49000 $ 38,702.65 NEBRASKA DEPARTMENT OF ROADS CALL ORDER : F16 DATE : 11/14/03 DATE OF LETTING : 11/13/03 PAGE : 3 & LISTING OF INCOMPLETE BIDS --------------------------------------------------------------------------------------------------------------------------------- PROPOSAL BID PRICE VENDOR TYPE OF LINE LINE NUMBER UNIT BID PRICE EXTENDED AMOUNT --------------------------------------------------------------------------------------------------------------------------------- 1661 L 0085 $ 19.59000 $ 75,813.30 1661 L 0086 $ 11.76000 $ 53,037.60 1661 L 0087 $ 7,837.08000 $ 7,837.08 1661 L 0088 $ 29.39000 $ 12,931.60 1661 L 0089 $ 862.08000 $ 862.08 1661 L 0090 $ 11.12000 $ 973.00 1661 L 0091 $ 1,491.98000 $ 5,967.92 1661 L 0092 $ 1,366.59000 $ 5,466.36 1661 L 0093 $ 1,175.56000 $ 1,175.56 1661 L 0094 $ 587.78000 $ 1,175.56 1661 L 0095 $ 1,738.85000 $ 10,433.10 1661 L 0096 $ 423.20000 $ 846.40 1661 L 0097 $ 2.99000 $ 1,991.34 1661 L 0098 $ 12.74000 $ 1,363.18 1661 L 0099 $ 0.49000 $ 378.77 1661 L 0100 $ 0.69000 $ 1,066.74 1661 L 0101 $ 0.05000 $ 5,012.50 1661 L 0102 $ 48,986.41000 $ 48,986.41 1661 L 0103 $ 12.25000 $ 355.25 1661 L 0104 $ 24.49000 $ 391.84 1661 L 0105 $ 24.49000 $ 4,163.30 1661 L 0106 $ 3.92000 $ 952.56 1661 L 0107 $ 48.98000 $ 587.76 1661 L 0108 $ 26.55000 $ 6,610.95 1661 L 0109 $ 1,322.51000 $ 5,290.04 1661 L 0110 $ 20.66000 $ 10,330.00 1661 L 0111 $ 40.15000 $ 40,150.00 1661 L 0112 $ 23.34000 $ 793,326.60 1661 L 0113 $ 3.92000 $ 17,534.16 1661 L 0114 $ 48.98000 $ 34,383.96 1661 L 0115 $ 216.50000 $ 5,845.50 1661 L 0116 $ 216.50000 $ 409,068.09 1661 L 0117 $ 2.74000 $ 3,918.20 1661 L 0118 $ 0.94000 $ 29,375.00 1661 L 0119 $ 9.80000 $ 1,950.20 1661 L 0120 $ 41.14000 $ 30,836.90 1661 L 0121 $ 32.34000 $ 23,991.11 1661 L 0122 $ 1.47000 $ 6,151.95 1661 L 0123 $ 88.17000 $ 33,044.35 1661 L 0124 $ 19.59000 $ 6,445.11 1661 L 0125 $ 4,898.18000 $ 4,898.18 1661 L 0126 $ 23.81000 $ 6,214.41 NEBRASKA DEPARTMENT OF ROADS CALL ORDER : F16 DATE : 11/14/03 DATE OF LETTING : 11/13/03 PAGE : 4 & LISTING OF INCOMPLETE BIDS --------------------------------------------------------------------------------------------------------------------------------- PROPOSAL BID PRICE VENDOR TYPE OF LINE LINE NUMBER UNIT BID PRICE EXTENDED AMOUNT --------------------------------------------------------------------------------------------------------------------------------- 1661 L 0127 $ 0.50000 $ 4,448.00 1661 L 0128 $ 1.96000 $ 7,506.80 1661 L 0129 $ 0.49000 $ 250.88 1661 L 0130 $ 0.24000 $ 3,635.04 1661 L 0131 $ 0.49000 $ 514.50 1661 L 0132 $ 0.98000 $ 3,822.00 1661 L 0133 $ 0.49000 $ 980.00 1661 L 0134 $ 5.88000 $ 6,507.40 1661 L 0135 $ 5.88000 $ 13,014.79 1661 L 0136 $ 176.01000 $ 11,264.64 1661 L 0137 $ 312.58000 $ 9,377.40 1661 L 0138 $ 44.08000 $ 28,652.00 1661 L 0139 $ 9.80000 $ 6,370.00 1661 L 0140 $ 293.89000 $ 1,175.56 1661 L 0141 $ 6,206.97000 $ 6,206.97 1661 L 0142 $ 1,959.27000 $ 1,959.27 1661 L 0143 $ 0.80000 $ 800.00 1661 L 0144 $ 13,269.01000 $ 13,269.01 1661 L 0145 $ 66.84000 $ 9,357.60 1661 L 0146 $ 56.77000 $ 2,270.80 1661 L 0147 $ 51.89000 $ 7,264.60 1661 L 0148 $ 69.80000 $ 6,980.00 1661 L 0149 $ 42.58000 $ 5,961.20 1661 P $ 0.00000 $ 2,885,082.69 1661 S 0001 $ 0.00000 $ 169,699.50 1661 S 0002 $ 0.00000 $ 65,831.08 1661 S 0003 $ 0.00000 $ 46,157.49 1661 S 0004 $ 0.00000 $ 36,421.43 1661 S 0005 $ 0.00000 $ 18,433.03 1661 S 0006 $ 0.00000 $ 835,437.36 1661 S 0007 $ 0.00000 $ 13,269.36 1661 S 0008 $ 0.00000 $ 18,430.65 1661 S 0009 $ 0.00000 $ 1,529,814.33 1661 S 0010 $ 0.00000 $ 151,588.46 NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : 5 VENDOR RANKING CALL ORDER : F16 CONTRACT ID : 4989X COUNTIES : NANCE LETTING DATE : 11/13/03 DISTRICT : 4 CONTRACT DESCRIPTION : PROJECT(S) : EACSTPD-14-3(110) N-14, FULLERTON NORTH -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 1661 U.S. ASPHALT CO. HAS AN IRREGULAR BID 1661 BECAUSE THEY DID NOT APPLY AMENDMENT NO. 1 -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0083 WERNER CONSTRUCTION, INC. $ 2,812,084.50 100.0000% 2 0574 CONSTRUCTORS, INC. $ 2,839,342.30 100.9693% 3 0477 WESTERN ENGINEERING COMPANY, INC. $ 2,947,029.87 104.7988% 4 0875 BROWER CONSTRUCTION CO. $ 2,950,580.19 104.9250% 5 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 2,987,127.53 106.2247% * 1661 U.S. ASPHALT CO. IRREGULAR NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F16 -6 TABULATION OF BIDS CALL ORDER : F16 CONTRACT ID : 4989X COUNTIES : NANCE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 0574 |( 3 ) 0477 |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |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| 6500.00000 6500.00| 8530.00000 8530.00| 9000.00000 9000.00 MOBILIZATION | | | 0002 1000.00 14.000 EACH| 80.00000 1120.00| 80.00000 1120.00| 80.00000 1120.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 6000.00000 6000.00| 6021.00000 6021.00| 6000.00000 6000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 287.000 MGAL| 8.00000 2296.00| 8.00000 2296.00| 8.00000 2296.00 WATER | | | 0005 1012.00 95.000 EACH| 75.00000 7125.00| 75.00000 7125.00| 75.00000 7125.00 RIGHT-OF-WAY MARKERS | | | 0006 1030.00 19079.000 CY | 5.10000 97302.90| 5.00000 95395.00| 5.20000 99210.80 EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1101.00 303.000 SY | 4.00000 1212.00| 4.00000 1212.00| 4.00000 1212.00 REMOVE PAVEMENT | | | 0008 1106.00 308.000 SY | 4.50000 1386.00| 5.40000 1663.20| 4.00000 1232.00 REMOVE DRIVEWAY | | | 0009 1705.42 55.000 LF | 45.00000 2475.00| 45.00000 2475.00| 45.00000 2475.00 42" ROUND EQUIVALENT DRIVEWAY CULVERT | | | PIPE, TYPE 2,3,4 OR 5 | | | 0010 4040.00 1.000 EACH| 150.00000 150.00| 150.00000 150.00| 150.00000 150.00 REMOVE HEADWALLS FROM CULVERTS | | | 0011 7017.00 949.000 LF | 1.50000 1423.50| 3.95000 3748.55| 1.50000 1423.50 REMOVE GUARDRAIL | | | 0012 L006.00 21.000 ACRE| 100.00000 2100.00| 100.00000 2100.00| 100.00000 2100.00 COVER CROP SEEDING | | | 0013 L020.00 5715.000 SY | 1.73000 9886.95| 1.60000 9144.00| 1.62000 9258.30 EROSION CONTROL | | | 0014 L020.01 176.000 SY | 8.00000 1408.00| 6.00000 1056.00| 6.10000 1073.60 EROSION CONTROL, TYPE A | | | 0015 L020.09 450.000 SY | 13.20000 5940.00| 10.00000 4500.00| 10.20000 4590.00 EROSION CONTROL, TYPE AAA | | | 0016 L020.10 915.000 SY | 2.60000 2379.00| 1.60000 1464.00| 1.62000 1482.30 EROSION CONTROL, TYPE HV | | | 0017 L021.06 18.000 BALE| 21.00000 378.00| 12.00000 216.00| 12.50000 225.00 EROSION CHECKS, TYPE HV | | | 0018 L021.22 12.000 BALE| 28.70000 344.40| 30.00000 360.00| 31.00000 372.00 EROSION CHECKS, TYPE AAA | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F16 -7 TABULATION OF BIDS CALL ORDER : F16 CONTRACT ID : 4989X COUNTIES : NANCE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 0574 |( 3 ) 0477 |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 L022.11 4900.000 LF | 1.60000 7840.00| 2.00000 9800.00| 2.10000 10290.00 FABRIC SILT FENCE-LOW POROSITY | | | 0020 L022.25 4980.000 LF | 3.30000 16434.00| 2.80000 13944.00| 2.80000 13944.00 FABRIC SILT FENCE, TYPE COIR FIBER | | | SECTION TOTALS | $ 173,700.75| $ 172,319.75| $ 174,579.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0021 0030.40 LUMP| 3000.00000 3000.00| 4000.00000 4000.00| 7500.00000 7500.00 MOBILIZATION | | | 0022 1043.50 32.000 SY | 2.50000 80.00| 2.50000 80.00| 11.50000 368.00 RIPRAP FILTER FABRIC | | | 0023 4040.00 18.000 EACH| 100.00000 1800.00| 100.00000 1800.00| 150.00000 2700.00 REMOVE HEADWALLS FROM CULVERTS | | | 0024 4044.00 1.000 EACH| 798.00000 798.00| 800.00000 800.00| 1000.00000 1000.00 PREPARATION OF STRUCTURE AT STA. 167+28 | | | 0025 4044.01 1.000 EACH| 798.00000 798.00| 800.00000 800.00| 1800.00000 1800.00 PREPARATION OF STRUCTURE AT STA. 244+65 | | | 0026 4050.01 79.000 CY | 12.00000 948.00| 12.00000 948.00| 15.00000 1185.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0027 4051.01 112.000 CY | 14.00000 1568.00| 14.00000 1568.00| 15.00000 1680.00 EXCAVATION FOR BOX CULVERTS | | | 0028 4101.06 80.730 CY | 288.00000 23250.24| 290.00000 23411.70| 300.00000 24219.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0029 4107.07 3.200 CY | 431.00000 1379.20| 432.00000 1382.40| 675.00000 2160.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0030 4130.06 0.300 CY | 431.00000 129.30| 432.00000 129.60| 2600.00000 780.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | PIPE CULVERT PLUG | | | 0031 4151.00 8911.000 LB | 0.70000 6237.70| 0.70000 6237.70| 0.71000 6326.81 REINFORCING STEEL FOR BOX CULVERT | | | 0032 4157.00 150.000 LB | 2.50000 375.00| 2.50000 375.00| 0.71000 106.50 REINFORCING STEEL FOR COLLARS | | | 0033 4310.24 5.000 EACH| 193.80000 969.00| 194.50000 972.50| 150.00000 750.00 24" FLARED-END SECTION | | | 0034 4310.30 4.000 EACH| 276.70000 1106.80| 278.00000 1112.00| 230.00000 920.00 30" FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F16 -8 TABULATION OF BIDS CALL ORDER : F16 CONTRACT ID : 4989X COUNTIES : NANCE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 0574 |( 3 ) 0477 |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 4310.36 3.000 EACH| 337.10000 1011.30| 339.00000 1017.00| 310.00000 930.00 36" FLARED-END SECTION | | | 0036 4310.48 2.000 EACH| 647.30000 1294.60| 650.00000 1300.00| 650.00000 1300.00 48" FLARED-END SECTION | | | 0037 4310.54 4.000 EACH| 754.90000 3019.60| 758.00000 3032.00| 730.00000 2920.00 54" FLARED-END SECTION | | | 0038 4320.48 2.000 EACH| 724.20000 1448.40| 727.00000 1454.00| 550.00000 1100.00 48" ROUND EQUIVALENT FLARED-END SECTION | | | 0039 4670.05 62.000 CY | 60.60000 3757.20| 61.00000 3782.00| 48.00000 2976.00 CULVERT SANDFILL | | | 0040 6040.00 1.000 EACH| 1463.30000 1463.30| 1470.00000 1470.00| 1000.00000 1000.00 REMOVE STRUCTURE AT STA. 163+73.25 RT. | | | 0041 6104.00 29.000 TON | 14.60000 423.40| 14.65000 424.85| 15.00000 435.00 BROKEN CONCRETE RIPRAP | | | 0042 P300.24 24.000 LF | 19.50000 468.00| 19.60000 470.40| 21.00000 504.00 24" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0043 P300.30 34.000 LF | 25.10000 853.40| 25.00000 850.00| 29.00000 986.00 30" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0044 P300.36 29.000 LF | 23.00000 667.00| 23.00000 667.00| 34.00000 986.00 36" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0045 P300.48 52.000 LF | 47.20000 2454.40| 47.00000 2444.00| 59.00000 3068.00 48" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0046 P300.54 79.000 LF | 53.30000 4210.70| 53.00000 4187.00| 66.00000 5214.00 54" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0047 P375.48 29.000 LF | 55.10000 1597.90| 55.00000 1595.00| 61.00000 1769.00 48" ROUND EQUIVALENT CULVERT PIPE, TYPE | | | 3,4,OR 5 | | | 0048 P500.24 97.000 LF | 24.90000 2415.30| 25.00000 2425.00| 28.00000 2716.00 24" CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | | SECTION TOTALS | $ 67,523.74| $ 68,735.15| $ 77,399.31 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4A CULVERT AT STA. 275+59 TWIN 10' X 10' REINFORCED CONCRETE BOX CULVERT | | | 0049 0030.40 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 3500.00000 3500.00 MOBILIZATION | | | 0050 4044.02 1.000 EACH| 2990.00000 2990.00| 3000.00000 3000.00| 2000.00000 2000.00 PREPARATION OF STRUCTURE AT STA. 275+59 | | | 0051 4051.01 92.000 CY | 14.00000 1288.00| 14.00000 1288.00| 15.00000 1380.00 EXCAVATION FOR BOX CULVERTS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F16 -9 TABULATION OF BIDS CALL ORDER : F16 CONTRACT ID : 4989X COUNTIES : NANCE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 0574 |( 3 ) 0477 |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 4101.06 117.400 CY | 272.00000 31932.80| 275.00000 32285.00| 300.00000 35220.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0053 4151.00 10941.000 LB | 0.59000 6455.19| 0.60000 6564.60| 0.71000 7768.11 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 44,165.99| $ 45,137.60| $ 49,868.11 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4B CULVERT AT STA. 300+37 TWIN 10' X 8' REINFORCED CONCRETE BOX CULVERT | | | 0054 0030.40 LUMP| 1500.00000 1500.00| 2000.00000 2000.00| 3500.00000 3500.00 MOBILIZATION | | | 0055 4044.03 1.000 EACH| 2990.00000 2990.00| 3000.00000 3000.00| 2000.00000 2000.00 PREPARATION OF STRUCTURE AT STA. 300+37 | | | 0056 4051.01 69.000 CY | 14.00000 966.00| 14.00000 966.00| 15.00000 1035.00 EXCAVATION FOR BOX CULVERTS | | | 0057 4101.06 85.820 CY | 272.00000 23343.04| 275.00000 23600.50| 300.00000 25746.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0058 4151.00 7536.000 LB | 0.70000 5275.20| 0.70000 5275.20| 0.71000 5350.56 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 34,074.24| $ 34,841.70| $ 37,631.56 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 5 SEEDING | | | 0059 0030.50 LUMP| 250.00000 250.00| 250.00000 250.00| 300.00000 300.00 MOBILIZATION | | | 0060 L001.01 15.000 ACRE| 499.00000 7485.00| 500.00000 7500.00| 500.00000 7500.00 SEEDING, TYPE A | | | 0061 L001.02 6.000 ACRE| 399.00000 2394.00| 400.00000 2400.00| 400.00000 2400.00 SEEDING, TYPE B | | | 0062 L020.07 1936.000 SY | 2.90000 5614.40| 2.90000 5614.40| 2.95000 5711.20 EROSION CONTROL, TYPE B-1 | | | 0063 L032.75 47.300 TON | 65.00000 3074.50| 65.00000 3074.50| 66.00000 3121.80 MULCH | | | SECTION TOTALS | $ 18,817.90| $ 18,838.90| $ 19,033.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6 BRIDGE AT STA. 141+95.6 1-105' & 2-70' SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0064 0030.60 LUMP| 78500.00000 78500.00| 73000.00000 73000.00| 72000.00000 72000.00 MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F16 -10 TABULATION OF BIDS CALL ORDER : F16 CONTRACT ID : 4989X COUNTIES : NANCE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 0574 |( 3 ) 0477 |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 1010.01 1200.000 CY | 3.50000 4200.00| 3.50000 4200.00| 3.50000 4200.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0066 1043.50 1164.000 SY | 2.50000 2910.00| 2.50000 2910.00| 2.50000 2910.00 RIPRAP FILTER FABRIC | | | 0067 3050.15 175.600 CY | 200.00000 35120.00| 200.00000 35120.00| 205.00000 35998.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0068 3051.10 19145.000 LB | 0.60000 11487.00| 0.60000 11487.00| 0.61000 11678.45 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0069 6000.10 220.000 LS | 6500.00000 6500.00| 6500.00000 6500.00| 6500.00000 6500.00 ABUTMENT NO.1 EXCAVATION | | | 0070 6000.11 220.000 LS | 6500.00000 6500.00| 6500.00000 6500.00| 6500.00000 6500.00 ABUTMENT NO.2 EXCAVATION | | | 0071 6001.50 50.000 LS | 18000.00000 18000.00| 18000.00000 18000.00| 18000.00000 18000.00 BENT NO.1 EXCAVATION | | | 0072 6001.51 50.000 LS | 18000.00000 18000.00| 18000.00000 18000.00| 18000.00000 18000.00 BENT NO.2 EXCAVATION | | | 0073 6005.35 86.000 LF | 50.00000 4300.00| 50.00000 4300.00| 51.00000 4386.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0074 6005.78 8.000 EACH| 900.00000 7200.00| 900.00000 7200.00| 910.00000 7280.00 EXPANSION BEARING, TFE TYPE | | | 0075 6005.83 16.000 EACH| 475.00000 7600.00| 477.00000 7632.00| 480.00000 7680.00 FIXED BEARING | | | 0076 6010.22 233.700 CY | 325.00000 75952.50| 326.00000 76186.20| 330.00000 77121.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0077 6010.26 417.900 CY | 305.00000 127459.50| 310.00000 129549.00| 310.00000 129549.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0078 6011.11 188.300 LS | 160000.00000 160000.00| 160500.00000 160500.00| 162000.00000 162000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 141+95.6 | | | 0079 6040.00 1.000 EACH| 65000.00000 65000.00| 65300.00000 65300.00| 66000.00000 66000.00 REMOVE STRUCTURE AT STA. 141+87.1 | | | 0080 6080.00 5860.000 LB | 2.50000 14650.00| 2.50000 14650.00| 2.55000 14943.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0081 6104.00 205.000 TON | 15.00000 3075.00| 15.00000 3075.00| 15.00000 3075.00 BROKEN CONCRETE RIPRAP | | | 0082 6105.01 25.000 TON | 32.00000 800.00| 32.00000 800.00| 33.00000 825.00 ROCK RIPRAP, TYPE A | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F16 -11 TABULATION OF BIDS CALL ORDER : F16 CONTRACT ID : 4989X COUNTIES : NANCE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 0574 |( 3 ) 0477 |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0083 6105.02 545.000 TON | 30.00000 16350.00| 30.00000 16350.00| 31.00000 16895.00 ROCK RIPRAP, TYPE B | | | 0084 6131.50 78985.000 LB | 0.50000 39492.50| 0.50000 39492.50| 0.51000 40282.35 EPOXY COATED REINFORCING STEEL | | | 0085 6210.14 3870.000 LF | 20.00000 77400.00| 20.00000 77400.00| 20.50000 79335.00 HP 12"X53# STEEL PILING | | | 0086 6310.00 4510.000 SF | 12.00000 54120.00| 12.00000 54120.00| 12.00000 54120.00 STEEL SHEET PILING | | | 0087 6510.55 63.300 LS | 8000.00000 8000.00| 8000.00000 8000.00| 8000.00000 8000.00 TEMPORARY BRIDGE SHORING | | | 0088 8091.00 440.000 CY | 30.00000 13200.00| 30.00000 13200.00| 30.00000 13200.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 855,816.50| $ 853,471.70| $ 860,477.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 7 GUARDRAIL | | | 0089 0030.70 LUMP| 500.00000 500.00| 760.00000 760.00| 800.00000 800.00 MOBILIZATION | | | 0090 7011.20 87.500 LF | 10.00000 875.00| 10.00000 875.00| 10.00000 875.00 W-BEAM GUARDRAIL | | | 0091 7020.00 4.000 EACH| 1600.00000 6400.00| 1605.00000 6420.00| 1600.00000 6400.00 BRIDGE APPROACH SECTIONS | | | 0092 7024.27 4.000 EACH| 1500.00000 6000.00| 1505.00000 6020.00| 1500.00000 6000.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 13,775.00| $ 14,075.00| $ 14,075.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 8B ELECTRICAL | | | 0093 0030.81 LUMP| 959.00000 959.00| 1000.00000 1000.00| 1000.00000 1000.00 MOBILIZATION | | | 0094 A001.12 2.000 EACH| 449.00000 898.00| 450.00000 900.00| 450.00000 900.00 PULL BOX, TYPE PB-5 | | | 0095 A009.14 6.000 EACH| 1350.00000 8100.00| 1360.00000 8160.00| 1400.00000 8400.00 STREET LIGHTING UNIT, TYPE | | | SL-BT-40-12-0.25 | | | 0096 A020.10 2.000 EACH| 1001.50000 2003.00| 1000.00000 2000.00| 1050.00000 2100.00 LIGHTING CONTROL CENTER, TYPE D | | | 0097 A070.10 666.000 LF | 3.00000 1998.00| 3.00000 1998.00| 3.00000 1998.00 1 1/2-INCH CONDUIT IN TRENCH | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F16 -12 TABULATION OF BIDS CALL ORDER : F16 CONTRACT ID : 4989X COUNTIES : NANCE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 0574 |( 3 ) 0477 |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 A074.12 107.000 LF | 15.00000 1605.00| 15.00000 1605.00| 15.00000 1605.00 1 1/2-INCH CONDUIT, JACKED | | | 0099 A080.22 773.000 LF | 0.45000 347.85| 0.45000 347.85| 0.46000 355.58 STREET LIGHTING CABLE, NO. 6 BARE | | | 0100 A080.24 1546.000 LF | 0.75000 1159.50| 0.75000 1159.50| 0.76000 1174.96 STREET LIGHTING CABLE, NO. 6 USE | | | SECTION TOTALS | $ 17,070.35| $ 17,170.35| $ 17,533.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 9 BITUMINOUS | | | 0101 0002.76 100250.000 LF | 0.05000 5012.50| 0.05000 5012.50| 0.05000 5012.50 PERMANENT PAVEMENT MARKING PAINT | | | 0102 0030.90 LUMP| 45000.00000 45000.00| 75000.00000 75000.00| 35000.00000 35000.00 MOBILIZATION | | | 0103 1020.03 29.000 EACH| 14.00000 406.00| 12.55000 363.95| 13.00000 377.00 DELINEATOR, TYPE III | | | 0104 1020.20 16.000 EACH| 17.50000 280.00| 25.00000 400.00| 25.00000 400.00 INSTALL CHEVRONS | | | 0105 2001.00 170.000 CY | 12.50000 2125.00| 15.00000 2550.00| 11.00000 1870.00 GRAVEL SURFACE COURSE | | | 0106 2020.00 243.000 SY | 6.50000 1579.50| 8.00000 1944.00| 3.00000 729.00 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0107 2021.00 12.000 EACH| 50.00000 600.00| 50.00000 600.00| 50.00000 600.00 MAILBOX POST | | | 0108 3013.15 249.000 LF | 27.10000 6747.90| 25.00000 6225.00| 25.00000 6225.00 CONCRETE CLASS 47B-3500 BARRIER CURB | | | 0109 4024.73 4.000 EACH| 1350.00000 5400.00| 2300.00000 9200.00| 2300.00000 9200.00 CONCRETE FLUME, TYPE IV | | | 0110 9000.75 500.000 TON | 20.96000 10480.00| 20.45000 10225.00| 22.50000 11250.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4(0.5) | | | 0111 9005.00 1000.000 TON | 30.96000 30960.00| 39.00000 39000.00| 27.50000 27500.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(0.5) | | | 0112 9005.45 33990.000 TON | 20.96000 712430.40| 21.15000 718888.50| 24.00000 815760.00 ASPHALTIC CONCRETE, TYPE SP4(0.5) | | | 0113 9009.00 4473.000 SY | 1.75000 7827.75| 3.65000 16326.45| 1.50000 6709.50 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F16 -13 TABULATION OF BIDS CALL ORDER : F16 CONTRACT ID : 4989X COUNTIES : NANCE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 0574 |( 3 ) 0477 |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 9009.75 702.000 SY | 50.65000 35556.30| 28.30000 19866.60| 50.00000 35100.00 TEMPORARY SURFACING 8" | | | 0115 9020.94 27.000 TON | 220.00000 5940.00| 220.00000 5940.00| 225.00000 6075.00 PERFORMANCE GRADED BINDER (64-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0116 9021.08 1889.460 TON | 220.00000 415681.20| 220.00000 415681.20| 225.00000 425128.50 PERFORMANCE GRADED BINDER (64-28) | | | 0117 9030.00 1430.000 LF | 2.00000 2860.00| 2.20000 3146.00| 6.00000 8580.00 CONSTRUCTING ASPHALTIC CONCRETE CURB | | | 0118 9053.00 31250.000 GAL | 1.00000 31250.00| 0.82000 25625.00| 1.00000 31250.00 TACK COAT | | | 0119 9111.00 199.000 MGAL| 8.00000 1592.00| 8.00000 1592.00| 1.00000 199.00 WATER | | | 0120 9170.00 749.560 STA | 42.00000 31481.52| 42.00000 31481.52| 42.00000 31481.52 EARTH SHOULDER CONSTRUCTION | | | 0121 9173.15 741.840 STA | 35.00000 25964.40| 35.00000 25964.40| 30.00000 22255.20 TRENCHED WIDENING | | | 0122 9173.20 4185.000 SY | 2.00000 8370.00| 2.75000 11508.75| 1.70000 7114.50 SUBGRADE PREPARATION | | | 0123 9179.23 374.780 STA | 97.00000 36353.66| 96.00000 35978.88| 105.00000 39351.90 COLD MILLING, CLASS 3 | | | 0124 9188.50 329.000 SY | 20.00000 6580.00| 15.70000 5165.30| 30.00000 9870.00 SURFACING UNDER GUARDRAIL | | | 0125 9300.52 7.025 LS | 3500.00000 3500.00| 9000.00000 9000.00| 3000.00000 3000.00 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | 0126 P402.15 261.000 LF | 24.30000 6342.30| 26.00000 6786.00| 26.00000 6786.00 15" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | SECTION TOTALS | $ 1,440,320.43| $ 1,483,471.05| $ 1,546,824.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 10 GENERAL ITEMS | | | 0127 0001.08 8896.000 BDAY| 0.50000 4448.00| 0.50000 4448.00| 0.50000 4448.00 BARRICADE, TYPE II | | | 0128 0001.10 3830.000 BDAY| 2.50000 9575.00| 2.00000 7660.00| 2.00000 7660.00 BARRICADE, TYPE III | | | 0129 0001.75 512.000 EACH| 2.00000 1024.00| 0.50000 256.00| 2.50000 1280.00 TEMPORARY SIGN DAY | | | 0130 0001.90 15146.000 EACH| 0.50000 7573.00| 0.25000 3786.50| 0.30000 4543.80 SIGN DAY | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F16 -14 TABULATION OF BIDS CALL ORDER : F16 CONTRACT ID : 4989X COUNTIES : NANCE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 1 ) 0083 |( 2 ) 0574 |( 3 ) 0477 |WERNER CONSTRUCTION, INC. |CONSTRUCTORS, INC. |WESTERN ENGINEERING COMPANY, IN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 0002.30 1050.000 LF | 0.55000 577.50| 1.65000 1732.50| 0.50000 525.00 PAVEMENT MARKING REMOVAL | | | 0132 0002.39 3900.000 LF | 0.80000 3120.00| 3.30000 12870.00| 1.00000 3900.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0133 0002.47 2000.000 LF | 0.90000 1800.00| 0.50000 1000.00| 0.50000 1000.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0134 0002.55 1106.700 STA | 7.00000 7746.90| 6.00000 6640.20| 6.25000 6916.88 OVERLAY BROKEN LINES | | | 0135 0002.60 2213.400 STA | 8.00000 17707.20| 6.00000 13280.40| 6.25000 13833.75 OVERLAY SOLID LINES | | | 0136 0003.10 64.000 DAY | 195.00000 12480.00| 185.00000 11840.00| 200.00000 12800.00 FLAGGING | | | 0137 0003.20 30.000 DAY | 295.00000 8850.00| 245.00000 7350.00| 300.00000 9000.00 FURNISHING AND OPERATING PILOT VEHICLE | | | 0138 0003.50 650.000 LF | 30.00000 19500.00| 23.50000 15275.00| 52.00000 33800.00 CONCRETE PROTECTION BARRIER | | | 0139 0003.56 650.000 LF | 4.00000 2600.00| 1.85000 1202.50| 10.00000 6500.00 RELOCATE CONCRETE PROTECTION BARRIER | | | 0140 0003.70 4.000 EACH| 400.00000 1600.00| 300.00000 1200.00| 300.00000 1200.00 TEMPORARY RUMBLE STRIP | | | 0141 0003.75 1.000 EACH| 10818.00000 10818.00| 10860.00000 10860.00| 11000.00000 11000.00 TEMPORARY TRAFFIC SIGNAL | | | 0142 0010.04 1.000 EACH| 1500.00000 1500.00| 2200.00000 2200.00| 4000.00000 4000.00 FIELD OFFICE | | | 0143 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 TRAINING | | | 0144 0030.00 LUMP| 5000.00000 5000.00| 280.00000 280.00| 1000.00000 1000.00 MOBILIZATION | | | 0145 9110.01 140.000 HOUR| 55.00000 7700.00| 57.00000 7980.00| 55.00000 7700.00 RENTAL OF LOADER, FULLY OPERATED | | | 0146 9110.02 40.000 HOUR| 75.00000 3000.00| 72.00000 2880.00| 55.00000 2200.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0147 9110.03 140.000 HOUR| 45.00000 6300.00| 49.00000 6860.00| 40.00000 5600.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0148 9110.06 100.000 HOUR| 75.00000 7500.00| 57.00000 5700.00| 50.00000 5000.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0149 9110.07 140.000 HOUR| 40.00000 5600.00| 37.00000 5180.00| 35.00000 4900.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 146,819.60| $ 131,281.10| $ 149,607.43 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,812,084.50| $ 2,839,342.30| $ 2,947,029.87 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F16 -15 TABULATION OF BIDS CALL ORDER : F16 CONTRACT ID : 4989X COUNTIES : NANCE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0875 |( 5 ) 3606 |( ) |BROWER CONSTRUCTION CO. |DOBSON BROTHERS CONSTRUCTIO | 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| 10800.00000 10800.00| 15000.00000 15000.00| MOBILIZATION | | | 0002 1000.00 14.000 EACH| 80.00000 1120.00| 81.60000 1142.40| LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 6000.00000 6000.00| 6120.00000 6120.00| GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 287.000 MGAL| 8.00000 2296.00| 8.00000 2296.00| WATER | | | 0005 1012.00 95.000 EACH| 75.00000 7125.00| 76.50000 7267.50| RIGHT-OF-WAY MARKERS | | | 0006 1030.00 19079.000 CY | 5.10000 97302.90| 5.20000 99210.80| EARTHWORK MEASURED IN EMBANKMENT | | | 0007 1101.00 303.000 SY | 4.00000 1212.00| 4.08000 1236.24| REMOVE PAVEMENT | | | 0008 1106.00 308.000 SY | 4.50000 1386.00| 4.59000 1413.72| REMOVE DRIVEWAY | | | 0009 1705.42 55.000 LF | 45.00000 2475.00| 45.90000 2524.50| 42" ROUND EQUIVALENT DRIVEWAY CULVERT | | | PIPE, TYPE 2,3,4 OR 5 | | | 0010 4040.00 1.000 EACH| 150.00000 150.00| 153.00000 153.00| REMOVE HEADWALLS FROM CULVERTS | | | 0011 7017.00 949.000 LF | 2.32000 2201.68| 1.53000 1451.97| REMOVE GUARDRAIL | | | 0012 L006.00 21.000 ACRE| 100.00000 2100.00| 102.00000 2142.00| COVER CROP SEEDING | | | 0013 L020.00 5715.000 SY | 1.60000 9144.00| 1.63000 9315.45| EROSION CONTROL | | | 0014 L020.01 176.000 SY | 6.00000 1056.00| 6.12000 1077.12| EROSION CONTROL, TYPE A | | | 0015 L020.09 450.000 SY | 10.00000 4500.00| 10.20000 4590.00| EROSION CONTROL, TYPE AAA | | | 0016 L020.10 915.000 SY | 1.60000 1464.00| 1.63000 1491.45| EROSION CONTROL, TYPE HV | | | 0017 L021.06 18.000 BALE| 12.00000 216.00| 12.24000 220.32| EROSION CHECKS, TYPE HV | | | 0018 L021.22 12.000 BALE| 30.00000 360.00| 30.60000 367.20| EROSION CHECKS, TYPE AAA | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F16 -16 TABULATION OF BIDS CALL ORDER : F16 CONTRACT ID : 4989X COUNTIES : NANCE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0875 |( 5 ) 3606 |( ) |BROWER CONSTRUCTION CO. |DOBSON BROTHERS CONSTRUCTIO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 L022.11 4900.000 LF | 2.00000 9800.00| 2.04000 9996.00| FABRIC SILT FENCE-LOW POROSITY | | | 0020 L022.25 4980.000 LF | 2.75000 13695.00| 2.81000 13993.80| FABRIC SILT FENCE, TYPE COIR FIBER | | | SECTION TOTALS | $ 174,403.58| $ 181,009.47| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0021 0030.40 LUMP| 3800.00000 3800.00| 5000.00000 5000.00| MOBILIZATION | | | 0022 1043.50 32.000 SY | 1.00000 32.00| 2.55000 81.60| RIPRAP FILTER FABRIC | | | 0023 4040.00 18.000 EACH| 75.00000 1350.00| 102.00000 1836.00| REMOVE HEADWALLS FROM CULVERTS | | | 0024 4044.00 1.000 EACH| 950.00000 950.00| 813.96000 813.96| PREPARATION OF STRUCTURE AT STA. 167+28 | | | 0025 4044.01 1.000 EACH| 500.00000 500.00| 813.96000 813.96| PREPARATION OF STRUCTURE AT STA. 244+65 | | | 0026 4050.01 79.000 CY | 18.00000 1422.00| 12.24000 966.96| EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0027 4051.01 112.000 CY | 18.00000 2016.00| 14.28000 1599.36| EXCAVATION FOR BOX CULVERTS | | | 0028 4101.06 80.730 CY | 324.00000 26156.52| 293.76000 23715.24| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0029 4107.07 3.200 CY | 475.00000 1520.00| 439.62000 1406.78| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0030 4130.06 0.300 CY | 700.00000 210.00| 439.62000 131.89| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | PIPE CULVERT PLUG | | | 0031 4151.00 8911.000 LB | 0.50000 4455.50| 0.71000 6326.81| REINFORCING STEEL FOR BOX CULVERT | | | 0032 4157.00 150.000 LB | 0.85000 127.50| 2.55000 382.50| REINFORCING STEEL FOR COLLARS | | | 0033 4310.24 5.000 EACH| 176.00000 880.00| 197.68000 988.40| 24" FLARED-END SECTION | | | 0034 4310.30 4.000 EACH| 240.00000 960.00| 282.23000 1128.92| 30" FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F16 -17 TABULATION OF BIDS CALL ORDER : F16 CONTRACT ID : 4989X COUNTIES : NANCE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0875 |( 5 ) 3606 |( ) |BROWER CONSTRUCTION CO. |DOBSON BROTHERS CONSTRUCTIO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 4310.36 3.000 EACH| 332.00000 996.00| 343.84000 1031.52| 36" FLARED-END SECTION | | | 0036 4310.48 2.000 EACH| 731.00000 1462.00| 660.25000 1320.50| 48" FLARED-END SECTION | | | 0037 4310.54 4.000 EACH| 832.00000 3328.00| 770.00000 3080.00| 54" FLARED-END SECTION | | | 0038 4320.48 2.000 EACH| 626.00000 1252.00| 738.68000 1477.36| 48" ROUND EQUIVALENT FLARED-END SECTION | | | 0039 4670.05 62.000 CY | 100.00000 6200.00| 61.81000 3832.22| CULVERT SANDFILL | | | 0040 6040.00 1.000 EACH| 850.00000 850.00| 1492.57000 1492.57| REMOVE STRUCTURE AT STA. 163+73.25 RT. | | | 0041 6104.00 29.000 TON | 18.00000 522.00| 14.89000 431.81| BROKEN CONCRETE RIPRAP | | | 0042 P300.24 24.000 LF | 29.10000 698.40| 19.89000 477.36| 24" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0043 P300.30 34.000 LF | 34.00000 1156.00| 25.60000 870.40| 30" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0044 P300.36 29.000 LF | 36.90000 1070.10| 23.46000 680.34| 36" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0045 P300.48 52.000 LF | 49.70000 2584.40| 48.14000 2503.28| 48" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0046 P300.54 79.000 LF | 58.09000 4589.11| 54.37000 4295.23| 54" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0047 P375.48 29.000 LF | 50.61000 1467.69| 56.20000 1629.80| 48" ROUND EQUIVALENT CULVERT PIPE, TYPE | | | 3,4,OR 5 | | | 0048 P500.24 97.000 LF | 30.67000 2974.99| 25.40000 2463.80| 24" CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | | SECTION TOTALS | $ 73,530.21| $ 70,778.57| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4A CULVERT AT STA. 275+59 TWIN 10' X 10' REINFORCED CONCRETE BOX CULVERT | | | 0049 0030.40 LUMP| 4750.00000 4750.00| 3000.00000 3000.00| MOBILIZATION | | | 0050 4044.02 1.000 EACH| 2000.00000 2000.00| 3049.80000 3049.80| PREPARATION OF STRUCTURE AT STA. 275+59 | | | 0051 4051.01 92.000 CY | 9.00000 828.00| 14.28000 1313.76| EXCAVATION FOR BOX CULVERTS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F16 -18 TABULATION OF BIDS CALL ORDER : F16 CONTRACT ID : 4989X COUNTIES : NANCE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0875 |( 5 ) 3606 |( ) |BROWER CONSTRUCTION CO. |DOBSON BROTHERS CONSTRUCTIO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 4101.06 117.400 CY | 320.00000 37568.00| 277.44000 32571.46| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0053 4151.00 10941.000 LB | 0.50000 5470.50| 0.60000 6564.60| REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 50,616.50| $ 46,499.62| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4B CULVERT AT STA. 300+37 TWIN 10' X 8' REINFORCED CONCRETE BOX CULVERT | | | 0054 0030.40 LUMP| 3750.00000 3750.00| 3000.00000 3000.00| MOBILIZATION | | | 0055 4044.03 1.000 EACH| 2000.00000 2000.00| 3049.80000 3049.80| PREPARATION OF STRUCTURE AT STA. 300+37 | | | 0056 4051.01 69.000 CY | 9.00000 621.00| 14.28000 985.32| EXCAVATION FOR BOX CULVERTS | | | 0057 4101.06 85.820 CY | 341.00000 29264.62| 277.44000 23809.90| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0058 4151.00 7536.000 LB | 0.50000 3768.00| 0.71000 5350.56| REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 39,403.62| $ 36,195.58| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 5 SEEDING | | | 0059 0030.50 LUMP| 250.00000 250.00| 1500.00000 1500.00| MOBILIZATION | | | 0060 L001.01 15.000 ACRE| 499.00000 7485.00| 508.98000 7634.70| SEEDING, TYPE A | | | 0061 L001.02 6.000 ACRE| 399.00000 2394.00| 406.98000 2441.88| SEEDING, TYPE B | | | 0062 L020.07 1936.000 SY | 2.90000 5614.40| 2.96000 5730.56| EROSION CONTROL, TYPE B-1 | | | 0063 L032.75 47.300 TON | 65.00000 3074.50| 66.30000 3135.99| MULCH | | | SECTION TOTALS | $ 18,817.90| $ 20,443.13| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6 BRIDGE AT STA. 141+95.6 1-105' & 2-70' SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0064 0030.60 LUMP| 78900.00000 78900.00| 80000.00000 80000.00| MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F16 -19 TABULATION OF BIDS CALL ORDER : F16 CONTRACT ID : 4989X COUNTIES : NANCE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0875 |( 5 ) 3606 |( ) |BROWER CONSTRUCTION CO. |DOBSON BROTHERS CONSTRUCTIO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0065 1010.01 1200.000 CY | 3.50000 4200.00| 3.57000 4284.00| EXCAVATION (ESTABLISHED QUANTITY) | | | 0066 1043.50 1164.000 SY | 2.50000 2910.00| 2.55000 2968.20| RIPRAP FILTER FABRIC | | | 0067 3050.15 175.600 CY | 200.00000 35120.00| 204.00000 35822.40| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0068 3051.10 19145.000 LB | 0.60000 11487.00| 0.61000 11678.45| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0069 6000.10 220.000 LS | 6500.00000 6500.00| 6630.00000 6630.00| ABUTMENT NO.1 EXCAVATION | | | 0070 6000.11 220.000 LS | 6500.00000 6500.00| 6630.00000 6630.00| ABUTMENT NO.2 EXCAVATION | | | 0071 6001.50 50.000 LS | 18000.00000 18000.00| 18360.00000 18360.00| BENT NO.1 EXCAVATION | | | 0072 6001.51 50.000 LS | 18000.00000 18000.00| 18360.00000 18360.00| BENT NO.2 EXCAVATION | | | 0073 6005.35 86.000 LF | 50.00000 4300.00| 51.00000 4386.00| PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0074 6005.78 8.000 EACH| 900.00000 7200.00| 918.00000 7344.00| EXPANSION BEARING, TFE TYPE | | | 0075 6005.83 16.000 EACH| 475.00000 7600.00| 484.50000 7752.00| FIXED BEARING | | | 0076 6010.22 233.700 CY | 325.00000 75952.50| 331.50000 77471.55| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0077 6010.26 417.900 CY | 305.00000 127459.50| 311.10000 130008.69| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0078 6011.11 188.300 LS | 160000.00000 160000.00| 163200.00000 163200.00| PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 141+95.6 | | | 0079 6040.00 1.000 EACH| 65000.00000 65000.00| 66300.00000 66300.00| REMOVE STRUCTURE AT STA. 141+87.1 | | | 0080 6080.00 5860.000 LB | 2.50000 14650.00| 2.55000 14943.00| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0081 6104.00 205.000 TON | 15.00000 3075.00| 15.30000 3136.50| BROKEN CONCRETE RIPRAP | | | 0082 6105.01 25.000 TON | 32.00000 800.00| 32.64000 816.00| ROCK RIPRAP, TYPE A | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F16 -20 TABULATION OF BIDS CALL ORDER : F16 CONTRACT ID : 4989X COUNTIES : NANCE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0875 |( 5 ) 3606 |( ) |BROWER CONSTRUCTION CO. |DOBSON BROTHERS CONSTRUCTIO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0083 6105.02 545.000 TON | 30.00000 16350.00| 30.60000 16677.00| ROCK RIPRAP, TYPE B | | | 0084 6131.50 78985.000 LB | 0.50000 39492.50| 0.51000 40282.35| EPOXY COATED REINFORCING STEEL | | | 0085 6210.14 3870.000 LF | 20.00000 77400.00| 20.40000 78948.00| HP 12"X53# STEEL PILING | | | 0086 6310.00 4510.000 SF | 12.00000 54120.00| 12.24000 55202.40| STEEL SHEET PILING | | | 0087 6510.55 63.300 LS | 8000.00000 8000.00| 8160.00000 8160.00| TEMPORARY BRIDGE SHORING | | | 0088 8091.00 440.000 CY | 30.00000 13200.00| 30.60000 13464.00| GRANULAR BACKFILL | | | SECTION TOTALS | $ 856,216.50| $ 872,824.54| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 7 GUARDRAIL | | | 0089 0030.70 LUMP| 1040.00000 1040.00| 1000.00000 1000.00| MOBILIZATION | | | 0090 7011.20 87.500 LF | 11.35000 993.13| 10.20000 892.50| W-BEAM GUARDRAIL | | | 0091 7020.00 4.000 EACH| 1523.00000 6092.00| 1632.00000 6528.00| BRIDGE APPROACH SECTIONS | | | 0092 7024.27 4.000 EACH| 1395.00000 5580.00| 1530.00000 6120.00| GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 13,705.13| $ 14,540.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 8B ELECTRICAL | | | 0093 0030.81 LUMP| 1167.89000 1167.89| 1500.00000 1500.00| MOBILIZATION | | | 0094 A001.12 2.000 EACH| 449.00000 898.00| 612.00000 1224.00| PULL BOX, TYPE PB-5 | | | 0095 A009.14 6.000 EACH| 1350.00000 8100.00| 1810.50000 10863.00| STREET LIGHTING UNIT, TYPE | | | SL-BT-40-12-0.25 | | | 0096 A020.10 2.000 EACH| 1001.50000 2003.00| 440.64000 881.28| LIGHTING CONTROL CENTER, TYPE D | | | 0097 A070.10 666.000 LF | 3.00000 1998.00| 3.11000 2071.26| 1 1/2-INCH CONDUIT IN TRENCH | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F16 -21 TABULATION OF BIDS CALL ORDER : F16 CONTRACT ID : 4989X COUNTIES : NANCE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0875 |( 5 ) 3606 |( ) |BROWER CONSTRUCTION CO. |DOBSON BROTHERS CONSTRUCTIO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 A074.12 107.000 LF | 15.00000 1605.00| 13.26000 1418.82| 1 1/2-INCH CONDUIT, JACKED | | | 0099 A080.22 773.000 LF | 0.45000 347.85| 0.51000 394.23| STREET LIGHTING CABLE, NO. 6 BARE | | | 0100 A080.24 1546.000 LF | 0.75000 1159.50| 0.71000 1097.66| STREET LIGHTING CABLE, NO. 6 USE | | | SECTION TOTALS | $ 17,279.24| $ 19,450.25| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 9 BITUMINOUS | | | 0101 0002.76 100250.000 LF | 0.05000 5012.50| 0.05000 5012.50| PERMANENT PAVEMENT MARKING PAINT | | | 0102 0030.90 LUMP| 102273.14000 102273.14| 100000.00000 100000.00| MOBILIZATION | | | 0103 1020.03 29.000 EACH| 12.50000 362.50| 12.75000 369.75| DELINEATOR, TYPE III | | | 0104 1020.20 16.000 EACH| 25.00000 400.00| 25.50000 408.00| INSTALL CHEVRONS | | | 0105 2001.00 170.000 CY | 17.05000 2898.50| 24.25000 4122.50| GRAVEL SURFACE COURSE | | | 0106 2020.00 243.000 SY | 6.50000 1579.50| 5.77000 1402.11| SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0107 2021.00 12.000 EACH| 50.00000 600.00| 51.00000 612.00| MAILBOX POST | | | 0108 3013.15 249.000 LF | 25.00000 6225.00| 27.64000 6882.36| CONCRETE CLASS 47B-3500 BARRIER CURB | | | 0109 4024.73 4.000 EACH| 2300.00000 9200.00| 1377.00000 5508.00| CONCRETE FLUME, TYPE IV | | | 0110 9000.75 500.000 TON | 20.87000 10435.00| 23.96000 11980.00| ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SP4(0.5) | | | 0111 9005.00 1000.000 TON | 63.06000 63060.00| 36.29000 36290.00| ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4(0.5) | | | 0112 9005.45 33990.000 TON | 20.87000 709371.30| 23.96000 814400.40| ASPHALTIC CONCRETE, TYPE SP4(0.5) | | | 0113 9009.00 4473.000 SY | 2.75000 12300.75| 3.86000 17265.78| PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F16 -22 TABULATION OF BIDS CALL ORDER : F16 CONTRACT ID : 4989X COUNTIES : NANCE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0875 |( 5 ) 3606 |( ) |BROWER CONSTRUCTION CO. |DOBSON BROTHERS CONSTRUCTIO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0114 9009.75 702.000 SY | 50.00000 35100.00| 31.30000 21972.60| TEMPORARY SURFACING 8" | | | 0115 9020.94 27.000 TON | 224.32000 6056.64| 220.00000 5940.00| PERFORMANCE GRADED BINDER (64-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0116 9021.08 1889.460 TON | 224.32000 423843.67| 220.00000 415681.20| PERFORMANCE GRADED BINDER (64-28) | | | 0117 9030.00 1430.000 LF | 2.50000 3575.00| 6.31000 9023.30| CONSTRUCTING ASPHALTIC CONCRETE CURB | | | 0118 9053.00 31250.000 GAL | 0.72000 22500.00| 1.01000 31562.50| TACK COAT | | | 0119 9111.00 199.000 MGAL| 10.00000 1990.00| 8.16000 1623.84| WATER | | | 0120 9170.00 749.560 STA | 48.67000 36481.09| 42.84000 32111.15| EARTH SHOULDER CONSTRUCTION | | | 0121 9173.15 741.840 STA | 26.00000 19287.84| 26.52000 19673.60| TRENCHED WIDENING | | | 0122 9173.20 4185.000 SY | 1.50000 6277.50| 1.92000 8035.20| SUBGRADE PREPARATION | | | 0123 9179.23 374.780 STA | 100.10000 37515.48| 91.04000 34119.97| COLD MILLING, CLASS 3 | | | 0124 9188.50 329.000 SY | 20.00000 6580.00| 23.09000 7596.61| SURFACING UNDER GUARDRAIL | | | 0125 9300.52 7.025 LS | 4000.00000 4000.00| 1500.00000 1500.00| ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | 0126 P402.15 261.000 LF | 26.00000 6786.00| 24.79000 6470.19| 15" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | SECTION TOTALS | $ 1,533,711.41| $ 1,599,563.56| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 10 GENERAL ITEMS | | | 0127 0001.08 8896.000 BDAY| 0.50000 4448.00| 0.50000 4448.00| BARRICADE, TYPE II | | | 0128 0001.10 3830.000 BDAY| 2.00000 7660.00| 2.04000 7813.20| BARRICADE, TYPE III | | | 0129 0001.75 512.000 EACH| 0.50000 256.00| 0.51000 261.12| TEMPORARY SIGN DAY | | | 0130 0001.90 15146.000 EACH| 0.25000 3786.50| 0.26000 3937.96| SIGN DAY | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/03 PAGE : F16 -23 TABULATION OF BIDS CALL ORDER : F16 CONTRACT ID : 4989X COUNTIES : NANCE LETTING DATE : 11/13/03 1:30 PM DISTRICT : 4 ==================================================================================================================================== |( 4 ) 0875 |( 5 ) 3606 |( ) |BROWER CONSTRUCTION CO. |DOBSON BROTHERS CONSTRUCTIO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0131 0002.30 1050.000 LF | 0.50000 525.00| 0.51000 535.50| PAVEMENT MARKING REMOVAL | | | 0132 0002.39 3900.000 LF | 1.00000 3900.00| 1.02000 3978.00| TEMPORARY PAVEMENT MARKING, TYPE II | | | 0133 0002.47 2000.000 LF | 0.50000 1000.00| 0.51000 1020.00| TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0134 0002.55 1106.700 STA | 6.00000 6640.20| 6.12000 6773.00| OVERLAY BROKEN LINES | | | 0135 0002.60 2213.400 STA | 6.00000 13280.40| 6.12000 13546.01| OVERLAY SOLID LINES | | | 0136 0003.10 64.000 DAY | 200.00000 12800.00| 199.20000 12748.80| FLAGGING | | | 0137 0003.20 30.000 DAY | 275.00000 8250.00| 264.20000 7926.00| FURNISHING AND OPERATING PILOT VEHICLE | | | 0138 0003.50 650.000 LF | 56.00000 36400.00| 27.81000 18076.50| CONCRETE PROTECTION BARRIER | | | 0139 0003.56 650.000 LF | 15.00000 9750.00| 2.11000 1371.50| RELOCATE CONCRETE PROTECTION BARRIER | | | 0140 0003.70 4.000 EACH| 300.00000 1200.00| 306.00000 1224.00| TEMPORARY RUMBLE STRIP | | | 0141 0003.75 1.000 EACH| 15000.00000 15000.00| 6462.72000 6462.72| TEMPORARY TRAFFIC SIGNAL | | | 0142 0010.04 1.000 EACH| 2500.00000 2500.00| 500.00000 500.00| FIELD OFFICE | | | 0143 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| TRAINING | | | 0144 0030.00 LUMP| 13500.00000 13500.00| 7500.00000 7500.00| MOBILIZATION | | | 0145 9110.01 140.000 HOUR| 65.00000 9100.00| 50.00000 7000.00| RENTAL OF LOADER, FULLY OPERATED | | | 0146 9110.02 40.000 HOUR| 65.00000 2600.00| 55.00000 2200.00| RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0147 9110.03 140.000 HOUR| 50.00000 7000.00| 45.00000 6300.00| RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0148 9110.06 100.000 HOUR| 55.00000 5500.00| 65.00000 6500.00| RENTAL OF BACKHOE, FULLY OPERATED | | | 0149 9110.07 140.000 HOUR| 50.00000 7000.00| 35.00000 4900.00| RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 172,896.10| $ 125,822.31| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,950,580.19| $ 2,987,127.53| $ ====================================================================================================================================
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