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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 DATE : 11/13/03 PAGE : 2 VENDOR RANKING CALL ORDER : F01 CONTRACT ID : 1138X COUNTIES : BUTLER LETTING DATE : 11/13/03 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : EACSTPD-S12B(103) SPUR S12B, ABIE TO N-15. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0574 CONSTRUCTORS, INC. $ 2,294,861.05 100.0000% 2 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 2,342,510.31 102.0763% 3 1661 U.S. ASPHALT CO. $ 2,376,534.15 103.5590% 4 0875 BROWER CONSTRUCTION CO. $ 2,399,647.66 104.5661% 5 0477 WESTERN ENGINEERING COMPANY, INC. $ 2,419,248.82 105.4203% 6 0083 WERNER CONSTRUCTION, INC. $ 2,491,294.55 108.5597% 7 0086 HENNINGSEN CONST., INC. $ 2,569,200.65 111.9545% NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F01 -3 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1138X COUNTIES : BUTLER LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0574 |( 2 ) 3606 |( 3 ) 1661 |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTIO |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 11100.00000 11100.00| 15000.00000 15000.00| 10153.71000 10153.71 MOBILIZATION | | | 0002 1009.00 LUMP| 8200.00000 8200.00| 8160.00000 8160.00| 8288.74000 8288.74 GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 266.000 MGAL| 8.00000 2128.00| 8.00000 2128.00| 8.00000 2128.00 WATER | | | 0004 1012.00 36.000 EACH| 66.50000 2394.00| 66.30000 2386.80| 67.35000 2424.60 RIGHT-OF-WAY MARKERS | | | 0005 1030.00 25761.000 CY | 5.10000 131381.10| 5.07000 130608.27| 5.15000 132669.15 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 7017.00 9220.500 LF | 1.02000 9404.91| 1.02000 9404.91| 1.04000 9589.32 REMOVE GUARDRAIL | | | 0007 L020.03 1200.000 SY | 1.85000 2220.00| 1.84000 2208.00| 2.27000 2724.00 EROSION CONTROL, TYPE C | | | 0008 L020.09 230.000 SY | 11.25000 2587.50| 11.22000 2580.60| 19.69000 4528.70 EROSION CONTROL, TYPE AAA | | | 0009 L021.03 80.000 BALE| 15.50000 1240.00| 15.30000 1224.00| 18.65000 1492.00 EROSION CHECKS, TYPE C | | | 0010 L022.11 2920.000 LF | 2.05000 5986.00| 2.04000 5956.80| 3.05000 8906.00 FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 176,641.51| $ 179,657.38| $ 182,904.22 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0011 0030.40 LUMP| 5200.00000 5200.00| 25000.00000 25000.00| 4351.59000 4351.59 MOBILIZATION | | | 0012 1043.50 36.000 SY | 2.15000 77.40| 2.14000 77.04| 1.55000 55.80 RIPRAP FILTER FABRIC | | | 0013 4040.00 31.000 EACH| 105.00000 3255.00| 102.00000 3162.00| 196.86000 6102.66 REMOVE HEADWALLS FROM CULVERTS | | | 0014 4044.00 1.000 EACH| 1450.00000 1450.00| 1428.00000 1428.00| 1036.09000 1036.09 PREPARATION OF STRUCTURE AT STA. 25+06 | | | 0015 4044.01 1.000 EACH| 2100.00000 2100.00| 2040.00000 2040.00| 1036.09000 1036.09 PREPARATION OF STRUCTURE AT STA. 97+76 | | | 0016 4044.02 1.000 EACH| 1850.00000 1850.00| 1836.00000 1836.00| 1036.09000 1036.09 PREPARATION OF STRUCTURE AT STA. 137+02 | | | 0017 4044.03 1.000 EACH| 1650.00000 1650.00| 1632.00000 1632.00| 1036.09000 1036.09 PREPARATION OF STRUCTURE AT STA. 232+29 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F01 -4 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1138X COUNTIES : BUTLER LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0574 |( 2 ) 3606 |( 3 ) 1661 |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTIO |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 4044.04 1.000 EACH| 1550.00000 1550.00| 1530.00000 1530.00| 777.07000 777.07 PREPARATION OF STRUCTURE AT STA. 246+05 | | | 0019 4044.05 1.000 EACH| 2050.00000 2050.00| 2040.00000 2040.00| 1036.09000 1036.09 PREPARATION OF STRUCTURE AT STA. 382+13 | | | 0020 4044.06 1.000 EACH| 2650.00000 2650.00| 2652.00000 2652.00| 518.05000 518.05 PREPARATION OF STRUCTURE AT STA. 502+34 | | | 0021 4044.07 1.000 EACH| 750.00000 750.00| 714.00000 714.00| 777.07000 777.07 PREPARATION OF STRUCTURE AT STA. 504+64 | | | 0022 4044.08 1.000 EACH| 750.00000 750.00| 714.00000 714.00| 777.07000 777.07 PREPARATION OF STRUCTURE AT STA. 597+96 | | | 0023 4050.01 34.000 CY | 51.20000 1740.80| 51.00000 1734.00| 20.72000 704.48 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0024 4051.01 280.000 CY | 14.35000 4018.00| 14.28000 3998.40| 10.62000 2973.60 EXCAVATION FOR BOX CULVERTS | | | 0025 4100.06 8.200 CY | 470.00000 3854.00| 468.18000 3839.08| 518.05000 4248.01 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0026 4101.06 509.480 CY | 285.00000 145201.80| 284.58000 144987.82| 316.01000 161000.77 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0027 4107.07 31.900 CY | 420.00000 13398.00| 417.18000 13308.04| 466.24000 14873.06 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0028 4150.00 1348.000 LB | 0.80000 1078.40| 0.79000 1064.92| 0.83000 1118.84 REINFORCING STEEL FOR HEADWALL | | | 0029 4151.00 48230.000 LB | 0.57000 27491.10| 0.57000 27491.10| 0.50000 24115.00 REINFORCING STEEL FOR BOX CULVERT | | | 0030 4350.24 125.000 LF | 19.50000 2437.50| 19.48000 2435.00| 30.98000 3872.50 24" CORRUGATED METAL PIPE | | | 0031 4350.30 19.000 LF | 26.10000 495.90| 26.01000 494.19| 36.21000 687.99 30" CORRUGATED METAL PIPE | | | 0032 4350.36 14.000 LF | 28.50000 399.00| 28.46000 398.44| 38.10000 533.40 36" CORRUGATED METAL PIPE | | | 0033 4350.42 12.000 LF | 37.90000 454.80| 37.74000 452.88| 46.52000 558.24 42" CORRUGATED METAL PIPE | | | 0034 4350.48 8.000 LF | 39.20000 313.60| 39.07000 312.56| 46.52000 372.16 48" CORRUGATED METAL PIPE | | | 0035 4350.54 14.000 LF | 52.10000 729.40| 51.92000 726.88| 57.30000 802.20 54" CORRUGATED METAL PIPE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F01 -5 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1138X COUNTIES : BUTLER LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0574 |( 2 ) 3606 |( 3 ) 1661 |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTIO |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 4350.60 18.000 LF | 60.30000 1085.40| 60.08000 1081.44| 66.88000 1203.84 60" CORRUGATED METAL PIPE | | | 0037 4350.72 30.000 LF | 89.00000 2670.00| 88.64000 2659.20| 95.71000 2871.30 72" CORRUGATED METAL PIPE | | | 0038 4360.18 2.000 EACH| 175.00000 350.00| 174.52000 349.04| 248.66000 497.32 18" METAL FLARED-END SECTION | | | 0039 4360.24 11.000 EACH| 195.00000 2145.00| 192.78000 2120.58| 263.56000 2899.16 24" METAL FLARED-END SECTION | | | 0040 4360.30 2.000 EACH| 323.00000 646.00| 322.42000 644.84| 366.33000 732.66 30" METAL FLARED-END SECTION | | | 0041 4360.42 1.000 EACH| 575.00000 575.00| 574.46000 574.46| 615.48000 615.48 42" METAL FLARED-END SECTION | | | 0042 4360.48 1.000 EACH| 640.00000 640.00| 636.68000 636.68| 615.48000 615.48 48" METAL FLARED-END SECTION | | | 0043 4360.54 1.000 EACH| 710.00000 710.00| 706.66000 706.66| 670.99000 670.99 54" METAL FLARED-END SECTION | | | 0044 4360.60 2.000 EACH| 795.00000 1590.00| 792.23000 1584.46| 740.07000 1480.14 60" METAL FLARED-END SECTION | | | 0045 4360.72 2.000 EACH| 1215.00000 2430.00| 1211.76000 2423.52| 1079.27000 2158.54 72" METAL FLARED-END SECTION | | | 0046 4380.48 44.000 LF | 58.00000 2552.00| 57.32000 2522.08| 62.90000 2767.60 48" ROUND EQUIVALENT CORRUGATED METAL | | | PIPE | | | 0047 4380.54 62.000 LF | 62.50000 3875.00| 62.32000 3863.84| 70.73000 4385.26 54" ROUND EQUIVALENT CORRUGATED METAL | | | PIPE | | | 0048 4380.60 36.000 LF | 79.00000 2844.00| 78.85000 2838.60| 87.57000 3152.52 60" ROUND EQUIVALENT CORRUGATED METAL | | | PIPE | | | 0049 4390.48 1.000 EACH| 690.00000 690.00| 683.40000 683.40| 652.74000 652.74 48" ROUND EQUIVALENT METAL PIPE | | | FLARED-END SECTION | | | 0050 4390.54 3.000 EACH| 790.00000 2370.00| 784.48000 2353.44| 732.52000 2197.56 54" ROUND EQUIVALENT METAL PIPE | | | FLARED-END SECTION | | | 0051 6105.03 34.000 TON | 31.35000 1065.90| 31.21000 1061.14| 31.08000 1056.72 ROCK RIPRAP, TYPE C | | | SECTION TOTALS | $ 251,183.00| $ 270,171.73| $ 262,357.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 5 SEEDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F01 -6 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1138X COUNTIES : BUTLER LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0574 |( 2 ) 3606 |( 3 ) 1661 |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTIO |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 0030.50 LUMP| 500.00000 500.00| 2500.00000 2500.00| 673.46000 673.46 MOBILIZATION | | | 0053 L001.02 32.000 ACRE| 372.00000 11904.00| 371.28000 11880.96| 485.93000 15549.76 SEEDING, TYPE B | | | 0054 L020.02 35958.000 SY | 1.30000 46745.40| 1.31000 47104.98| 1.43000 51419.94 EROSION CONTROL, TYPE B | | | 0055 L032.75 72.000 TON | 66.50000 4788.00| 66.30000 4773.60| 67.35000 4849.20 MULCH | | | SECTION TOTALS | $ 63,937.40| $ 66,259.54| $ 72,492.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 6 BRIDGE AT STA. 225+28.00 2-26'-0" & 1-36'-0" SPANS CONCRETE SLAB BRIDGE | | | 0056 0030.60 LUMP| 1100.00000 1100.00| 1500.00000 1500.00| 259.02000 259.02 MOBILIZATION | | | 0057 6010.26 22.100 CY | 450.00000 9945.00| 535.50000 11834.55| 543.95000 12021.30 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0058 6020.00 2355.000 LB | 1.25000 2943.75| 1.12000 2637.60| 1.14000 2684.70 REINFORCING STEEL FOR BRIDGE | | | 0059 6030.00 1.000 EACH| 4700.00000 4700.00| 3825.00000 3825.00| 3885.35000 3885.35 PREPARATION OF BRIDGE AT STA. 225+28 | | | SECTION TOTALS | $ 18,688.75| $ 19,797.15| $ 18,850.37 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6A BRIDGE AT STA. 444+03.00 2-23'-9" & 1-32'-6" SPANS CONCRETE SLAB BRIDGE | | | 0060 0030.60 LUMP| 1100.00000 1100.00| 1500.00000 1500.00| 259.02000 259.02 MOBILIZATION | | | 0061 6010.26 20.300 CY | 450.00000 9135.00| 535.50000 10870.65| 543.95000 11042.19 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0062 6020.00 2145.000 LB | 1.20000 2574.00| 1.12000 2402.40| 1.14000 2445.30 REINFORCING STEEL FOR BRIDGE | | | 0063 6030.01 1.000 EACH| 4100.00000 4100.00| 3315.00000 3315.00| 3367.30000 3367.30 PREPARATION OF BRIDGE AT STA. 444+03 | | | SECTION TOTALS | $ 16,909.00| $ 18,088.05| $ 17,113.81 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 7 GUARDRAIL | | | 0064 0030.70 LUMP| 500.00000 500.00| 5000.00000 5000.00| 341.91000 341.91 MOBILIZATION | | | 0065 7011.20 187.500 LF | 11.10000 2081.25| 11.07000 2075.63| 11.25000 2109.38 W-BEAM GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F01 -7 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1138X COUNTIES : BUTLER LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0574 |( 2 ) 3606 |( 3 ) 1661 |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTIO |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0066 7015.00 1488.000 LF | 5.25000 7812.00| 5.22000 7767.36| 5.30000 7886.40 CABLE GUARDRAIL | | | 0067 7019.50 1.000 EACH| 14500.00000 14500.00| 14408.52000 14408.52| 14635.85000 14635.85 IMPACT ATTENUATOR | | | 0068 7020.00 7.000 EACH| 1500.00000 10500.00| 1429.02000 10003.14| 1451.57000 10160.99 BRIDGE APPROACH SECTIONS | | | 0069 7023.00 6.000 EACH| 1170.00000 7020.00| 1165.86000 6995.16| 1184.25000 7105.50 TERMINAL ANCHORAGE SECTIONS | | | 0070 7024.27 7.000 EACH| 1400.00000 9800.00| 1362.72000 9539.04| 1384.22000 9689.54 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 52,213.25| $ 55,788.85| $ 51,929.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 9 BITUMINOUS | | | 0071 0002.55 2078.000 STA | 5.80000 12052.40| 5.87000 12197.86| 5.96000 12384.88 OVERLAY BROKEN LINES | | | 0072 0002.60 4156.000 STA | 5.80000 24104.80| 5.87000 24395.72| 5.96000 24769.76 OVERLAY SOLID LINES | | | 0073 0030.90 LUMP| 46500.00000 46500.00| 120000.00000 120000.00| 40547.92000 40547.92 MOBILIZATION | | | 0074 1020.03 92.000 EACH| 12.80000 1177.60| 12.75000 1173.00| 12.95000 1191.40 DELINEATOR, TYPE III | | | 0075 1020.20 56.000 EACH| 25.60000 1433.60| 25.50000 1428.00| 25.90000 1450.40 INSTALL CHEVRONS | | | 0076 2010.03 658.000 TON | 21.40000 14081.20| 23.99000 15785.42| 20.72000 13633.76 CRUSHED ROCK SURFACE COURSE | | | 0077 2020.00 96.000 SY | 6.50000 624.00| 7.96000 764.16| 4.14000 397.44 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0078 2021.00 11.000 EACH| 51.00000 561.00| 51.00000 561.00| 51.80000 569.80 MAILBOX POST | | | 0079 3040.14 20.100 SY | 156.00000 3135.60| 156.35000 3142.64| 158.81000 3192.08 CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | | DEPTH | | | 0080 3041.25 9.000 TON | 485.00000 4365.00| 725.60000 6530.40| 518.05000 4662.45 BITUMINOUS PATCHING | | | 0081 9005.00 250.000 TON | 38.20000 9550.00| 31.14000 7785.00| 34.92000 8730.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4 SPECIAL(0.375) | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F01 -8 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1138X COUNTIES : BUTLER LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0574 |( 2 ) 3606 |( 3 ) 1661 |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTIO |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 9005.50 43950.000 TON | 17.15000 753742.50| 18.62000 818349.00| 18.55000 815272.50 ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | | 375) | | | 0083 9009.00 11454.000 SY | 1.65000 18899.10| 1.43000 16379.22| 1.46000 16722.84 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0084 9021.01 2834.560 TON | 177.00000 501717.12| 155.00000 439356.80| 182.35000 516882.02 PERFORMANCE GRADED BINDER (64-22) | | | 0085 9034.00 701.000 SY | 1.65000 1156.65| 1.35000 946.35| 2.07000 1451.07 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0086 9053.00 38950.000 GAL | 0.72000 28044.00| 0.90000 35055.00| 0.88000 34276.00 TACK COAT | | | 0087 9111.00 346.000 MGAL| 8.00000 2768.00| 8.16000 2823.36| 10.36000 3584.56 WATER | | | 0088 9170.00 1384.963 STA | 58.40000 80881.84| 41.82000 57919.15| 59.06000 81795.91 EARTH SHOULDER CONSTRUCTION | | | 0089 9179.23 689.467 STA | 127.00000 87562.31| 85.79000 59149.37| 94.28000 65002.95 COLD MILLING, CLASS 3 | | | 0090 9188.50 1741.000 SY | 14.80000 25766.80| 11.09000 19307.69| 12.85000 22371.85 SURFACING UNDER GUARDRAIL | | | 0091 9300.52 13.040 LS | 5500.00000 5500.00| 2500.00000 2500.00| 4144.37000 4144.37 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 1,623,623.52| $ 1,645,549.14| $ 1,673,033.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 10 GENERAL ITEMS | | | 0092 0001.08 41126.000 BDAY| 0.50000 20563.00| 0.50000 20563.00| 0.50000 20563.00 BARRICADE, TYPE II | | | 0093 0001.10 3776.000 BDAY| 0.92000 3473.92| 0.92000 3473.92| 0.93000 3511.68 BARRICADE, TYPE III | | | 0094 0001.75 744.000 EACH| 2.05000 1525.20| 0.51000 379.44| 0.52000 386.88 TEMPORARY SIGN DAY | | | 0095 0001.90 17292.000 EACH| 0.50000 8646.00| 0.26000 4495.92| 0.26000 4495.92 SIGN DAY | | | 0096 0003.10 132.000 DAY | 189.00000 24948.00| 188.47000 24878.04| 184.62000 24369.84 FLAGGING | | | 0097 0003.20 40.000 DAY | 240.00000 9600.00| 249.97000 9998.80| 255.80000 10232.00 FURNISHING AND OPERATING PILOT VEHICLE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F01 -9 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1138X COUNTIES : BUTLER LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 0574 |( 2 ) 3606 |( 3 ) 1661 |CONSTRUCTORS, INC. |DOBSON BROTHERS CONSTRUCTIO |U.S. ASPHALT CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 0010.04 1.000 EACH| 2750.00000 2750.00| 209.35000 209.35| 2072.19000 2072.19 FIELD OFFICE | | | 0099 0030.00 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| 17496.98000 17496.98 MOBILIZATION | | | 0100 9110.01 95.000 HOUR| 54.50000 5177.50| 50.00000 4750.00| 45.01000 4275.95 RENTAL OF LOADER, FULLY OPERATED | | | 0101 9110.02 65.000 HOUR| 69.80000 4537.00| 60.00000 3900.00| 40.80000 2652.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0102 9110.03 95.000 HOUR| 46.60000 4427.00| 45.00000 4275.00| 36.33000 3451.35 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0103 9110.06 30.000 HOUR| 54.50000 1635.00| 65.00000 1950.00| 43.84000 1315.20 RENTAL OF BACKHOE, FULLY OPERATED | | | 0104 9110.07 95.000 HOUR| 35.60000 3382.00| 35.00000 3325.00| 31.89000 3029.55 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 91,664.62| $ 87,198.47| $ 97,852.54 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,294,861.05| $ 2,342,510.31| $ 2,376,534.15 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F01 -10 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1138X COUNTIES : BUTLER LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0875 |( 5 ) 0477 |( 6 ) 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| 13200.00000 13200.00| 10000.00000 10000.00| 9800.00000 9800.00 MOBILIZATION | | | 0002 1009.00 LUMP| 8000.00000 8000.00| 8000.00000 8000.00| 8000.00000 8000.00 GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 266.000 MGAL| 8.00000 2128.00| 8.00000 2128.00| 8.00000 2128.00 WATER | | | 0004 1012.00 36.000 EACH| 65.00000 2340.00| 65.00000 2340.00| 65.00000 2340.00 RIGHT-OF-WAY MARKERS | | | 0005 1030.00 25761.000 CY | 4.97000 128032.17| 5.00000 128805.00| 4.97000 128032.17 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 7017.00 9220.500 LF | 1.00000 9220.50| 1.00000 9220.50| 1.00000 9220.50 REMOVE GUARDRAIL | | | 0007 L020.03 1200.000 SY | 1.80000 2160.00| 3.65000 4380.00| 3.60000 4320.00 EROSION CONTROL, TYPE C | | | 0008 L020.09 230.000 SY | 11.00000 2530.00| 16.00000 3680.00| 15.85000 3645.50 EROSION CONTROL, TYPE AAA | | | 0009 L021.03 80.000 BALE| 15.00000 1200.00| 21.00000 1680.00| 21.00000 1680.00 EROSION CHECKS, TYPE C | | | 0010 L022.11 2920.000 LF | 2.00000 5840.00| 2.00000 5840.00| 1.95000 5694.00 FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 174,650.67| $ 176,073.50| $ 174,860.17 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0011 0030.40 LUMP| 5000.00000 5000.00| 5200.00000 5200.00| 5000.00000 5000.00 MOBILIZATION | | | 0012 1043.50 36.000 SY | 2.10000 75.60| 2.20000 79.20| 2.10000 75.60 RIPRAP FILTER FABRIC | | | 0013 4040.00 31.000 EACH| 100.00000 3100.00| 100.00000 3100.00| 100.00000 3100.00 REMOVE HEADWALLS FROM CULVERTS | | | 0014 4044.00 1.000 EACH| 1400.00000 1400.00| 1400.00000 1400.00| 1400.00000 1400.00 PREPARATION OF STRUCTURE AT STA. 25+06 | | | 0015 4044.01 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 PREPARATION OF STRUCTURE AT STA. 97+76 | | | 0016 4044.02 1.000 EACH| 1800.00000 1800.00| 1800.00000 1800.00| 1800.00000 1800.00 PREPARATION OF STRUCTURE AT STA. 137+02 | | | 0017 4044.03 1.000 EACH| 1600.00000 1600.00| 1600.00000 1600.00| 1600.00000 1600.00 PREPARATION OF STRUCTURE AT STA. 232+29 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F01 -11 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1138X COUNTIES : BUTLER LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0875 |( 5 ) 0477 |( 6 ) 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 4044.04 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 PREPARATION OF STRUCTURE AT STA. 246+05 | | | 0019 4044.05 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2000.00000 2000.00 PREPARATION OF STRUCTURE AT STA. 382+13 | | | 0020 4044.06 1.000 EACH| 2600.00000 2600.00| 2600.00000 2600.00| 2600.00000 2600.00 PREPARATION OF STRUCTURE AT STA. 502+34 | | | 0021 4044.07 1.000 EACH| 700.00000 700.00| 700.00000 700.00| 700.00000 700.00 PREPARATION OF STRUCTURE AT STA. 504+64 | | | 0022 4044.08 1.000 EACH| 700.00000 700.00| 700.00000 700.00| 700.00000 700.00 PREPARATION OF STRUCTURE AT STA. 597+96 | | | 0023 4050.01 34.000 CY | 50.00000 1700.00| 50.00000 1700.00| 50.00000 1700.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0024 4051.01 280.000 CY | 14.00000 3920.00| 14.00000 3920.00| 14.00000 3920.00 EXCAVATION FOR BOX CULVERTS | | | 0025 4100.06 8.200 CY | 459.00000 3763.80| 460.00000 3772.00| 459.00000 3763.80 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0026 4101.06 509.480 CY | 279.00000 142144.92| 280.00000 142654.40| 279.00000 142144.92 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0027 4107.07 31.900 CY | 409.00000 13047.10| 410.00000 13079.00| 409.00000 13047.10 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0028 4150.00 1348.000 LB | 0.77000 1037.96| 0.78000 1051.44| 0.77000 1037.96 REINFORCING STEEL FOR HEADWALL | | | 0029 4151.00 48230.000 LB | 0.56000 27008.80| 0.57000 27491.10| 0.56000 27008.80 REINFORCING STEEL FOR BOX CULVERT | | | 0030 4350.24 125.000 LF | 19.10000 2387.50| 20.00000 2500.00| 19.10000 2387.50 24" CORRUGATED METAL PIPE | | | 0031 4350.30 19.000 LF | 25.50000 484.50| 26.00000 494.00| 25.50000 484.50 30" CORRUGATED METAL PIPE | | | 0032 4350.36 14.000 LF | 27.90000 390.60| 28.00000 392.00| 27.90000 390.60 36" CORRUGATED METAL PIPE | | | 0033 4350.42 12.000 LF | 37.00000 444.00| 38.00000 456.00| 37.00000 444.00 42" CORRUGATED METAL PIPE | | | 0034 4350.48 8.000 LF | 38.30000 306.40| 39.00000 312.00| 38.30000 306.40 48" CORRUGATED METAL PIPE | | | 0035 4350.54 14.000 LF | 50.90000 712.60| 51.00000 714.00| 50.90000 712.60 54" CORRUGATED METAL PIPE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F01 -12 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1138X COUNTIES : BUTLER LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0875 |( 5 ) 0477 |( 6 ) 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 4350.60 18.000 LF | 58.90000 1060.20| 59.00000 1062.00| 58.90000 1060.20 60" CORRUGATED METAL PIPE | | | 0037 4350.72 30.000 LF | 86.90000 2607.00| 88.00000 2640.00| 86.90000 2607.00 72" CORRUGATED METAL PIPE | | | 0038 4360.18 2.000 EACH| 171.10000 342.20| 172.00000 344.00| 171.10000 342.20 18" METAL FLARED-END SECTION | | | 0039 4360.24 11.000 EACH| 189.00000 2079.00| 190.00000 2090.00| 189.00000 2079.00 24" METAL FLARED-END SECTION | | | 0040 4360.30 2.000 EACH| 316.10000 632.20| 318.00000 636.00| 316.10000 632.20 30" METAL FLARED-END SECTION | | | 0041 4360.42 1.000 EACH| 563.20000 563.20| 570.00000 570.00| 563.20000 563.20 42" METAL FLARED-END SECTION | | | 0042 4360.48 1.000 EACH| 624.20000 624.20| 630.00000 630.00| 624.20000 624.20 48" METAL FLARED-END SECTION | | | 0043 4360.54 1.000 EACH| 692.80000 692.80| 700.00000 700.00| 692.80000 692.80 54" METAL FLARED-END SECTION | | | 0044 4360.60 2.000 EACH| 776.70000 1553.40| 780.00000 1560.00| 776.70000 1553.40 60" METAL FLARED-END SECTION | | | 0045 4360.72 2.000 EACH| 1188.60000 2377.20| 1200.00000 2400.00| 1188.60000 2377.20 72" METAL FLARED-END SECTION | | | 0046 4380.48 44.000 LF | 56.20000 2472.80| 57.00000 2508.00| 56.20000 2472.80 48" ROUND EQUIVALENT CORRUGATED METAL | | | PIPE | | | 0047 4380.54 62.000 LF | 61.10000 3788.20| 62.00000 3844.00| 61.10000 3788.20 54" ROUND EQUIVALENT CORRUGATED METAL | | | PIPE | | | 0048 4380.60 36.000 LF | 77.30000 2782.80| 78.00000 2808.00| 77.30000 2782.80 60" ROUND EQUIVALENT CORRUGATED METAL | | | PIPE | | | 0049 4390.48 1.000 EACH| 670.00000 670.00| 680.00000 680.00| 670.00000 670.00 48" ROUND EQUIVALENT METAL PIPE | | | FLARED-END SECTION | | | 0050 4390.54 3.000 EACH| 769.10000 2307.30| 770.00000 2310.00| 769.10000 2307.30 54" ROUND EQUIVALENT METAL PIPE | | | FLARED-END SECTION | | | 0051 6105.03 34.000 TON | 30.60000 1040.40| 31.00000 1054.00| 30.60000 1040.40 ROCK RIPRAP, TYPE C | | | SECTION TOTALS | $ 245,416.68| $ 247,051.14| $ 245,416.68 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 5 SEEDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F01 -13 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1138X COUNTIES : BUTLER LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0875 |( 5 ) 0477 |( 6 ) 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 0030.50 LUMP| 250.00000 250.00| 300.00000 300.00| 250.00000 250.00 MOBILIZATION | | | 0053 L001.02 32.000 ACRE| 364.00000 11648.00| 368.00000 11776.00| 364.00000 11648.00 SEEDING, TYPE B | | | 0054 L020.02 35958.000 SY | 1.28000 46026.24| 1.29000 46385.82| 1.28000 46026.24 EROSION CONTROL, TYPE B | | | 0055 L032.75 72.000 TON | 65.00000 4680.00| 66.00000 4752.00| 65.00000 4680.00 MULCH | | | SECTION TOTALS | $ 62,604.24| $ 63,213.82| $ 62,604.24 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 6 BRIDGE AT STA. 225+28.00 2-26'-0" & 1-36'-0" SPANS CONCRETE SLAB BRIDGE | | | 0056 0030.60 LUMP| 7045.12000 7045.12| 300.00000 300.00| 1000.00000 1000.00 MOBILIZATION | | | 0057 6010.26 22.100 CY | 492.24000 10878.50| 530.00000 11713.00| 440.00000 9724.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0058 6020.00 2355.000 LB | 0.80000 1884.00| 1.11000 2614.05| 1.20000 2826.00 REINFORCING STEEL FOR BRIDGE | | | 0059 6030.00 1.000 EACH| 5736.00000 5736.00| 3800.00000 3800.00| 4590.00000 4590.00 PREPARATION OF BRIDGE AT STA. 225+28 | | | SECTION TOTALS | $ 25,543.62| $ 18,427.05| $ 18,140.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6A BRIDGE AT STA. 444+03.00 2-23'-9" & 1-32'-6" SPANS CONCRETE SLAB BRIDGE | | | 0060 0030.60 LUMP| 1045.12000 1045.12| 300.00000 300.00| 1000.00000 1000.00 MOBILIZATION | | | 0061 6010.26 20.300 CY | 492.24000 9992.47| 530.00000 10759.00| 440.00000 8932.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0062 6020.00 2145.000 LB | 0.80000 1716.00| 1.11000 2380.95| 1.20000 2574.00 REINFORCING STEEL FOR BRIDGE | | | 0063 6030.01 1.000 EACH| 5736.00000 5736.00| 3260.00000 3260.00| 3990.00000 3990.00 PREPARATION OF BRIDGE AT STA. 444+03 | | | SECTION TOTALS | $ 18,489.59| $ 16,699.95| $ 16,496.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 7 GUARDRAIL | | | 0064 0030.70 LUMP| 572.00000 572.00| 400.00000 400.00| 330.00000 330.00 MOBILIZATION | | | 0065 7011.20 187.500 LF | 10.00000 1875.00| 11.00000 2062.50| 10.85000 2034.38 W-BEAM GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F01 -14 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1138X COUNTIES : BUTLER LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0875 |( 5 ) 0477 |( 6 ) 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0066 7015.00 1488.000 LF | 6.00000 8928.00| 5.20000 7737.60| 5.12000 7618.56 CABLE GUARDRAIL | | | 0067 7019.50 1.000 EACH| 16000.00000 16000.00| 14200.00000 14200.00| 14126.00000 14126.00 IMPACT ATTENUATOR | | | 0068 7020.00 7.000 EACH| 1500.00000 10500.00| 1410.00000 9870.00| 1401.00000 9807.00 BRIDGE APPROACH SECTIONS | | | 0069 7023.00 6.000 EACH| 1100.00000 6600.00| 1150.00000 6900.00| 1143.00000 6858.00 TERMINAL ANCHORAGE SECTIONS | | | 0070 7024.27 7.000 EACH| 1325.00000 9275.00| 1350.00000 9450.00| 1336.00000 9352.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 53,750.00| $ 50,620.10| $ 50,125.94 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 9 BITUMINOUS | | | 0071 0002.55 2078.000 STA | 5.75000 11948.50| 8.50000 17663.00| 7.00000 14546.00 OVERLAY BROKEN LINES | | | 0072 0002.60 4156.000 STA | 5.75000 23897.00| 8.50000 35326.00| 8.00000 33248.00 OVERLAY SOLID LINES | | | 0073 0030.90 LUMP| 74795.11000 74795.11| 25000.00000 25000.00| 70000.00000 70000.00 MOBILIZATION | | | 0074 1020.03 92.000 EACH| 12.50000 1150.00| 13.00000 1196.00| 13.00000 1196.00 DELINEATOR, TYPE III | | | 0075 1020.20 56.000 EACH| 25.00000 1400.00| 15.00000 840.00| 15.00000 840.00 INSTALL CHEVRONS | | | 0076 2010.03 658.000 TON | 18.60000 12238.80| 19.50000 12831.00| 20.10000 13225.80 CRUSHED ROCK SURFACE COURSE | | | 0077 2020.00 96.000 SY | 5.00000 480.00| 3.00000 288.00| 7.00000 672.00 SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0078 2021.00 11.000 EACH| 50.00000 550.00| 50.00000 550.00| 50.00000 550.00 MAILBOX POST | | | 0079 3040.14 20.100 SY | 153.28000 3080.93| 180.00000 3618.00| 160.00000 3216.00 CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | | DEPTH | | | 0080 3041.25 9.000 TON | 500.00000 4500.00| 700.00000 6300.00| 800.00000 7200.00 BITUMINOUS PATCHING | | | 0081 9005.00 250.000 TON | 58.54000 14635.00| 25.00000 6250.00| 29.85000 7462.50 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4 SPECIAL(0.375) | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F01 -15 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1138X COUNTIES : BUTLER LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0875 |( 5 ) 0477 |( 6 ) 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 9005.50 43950.000 TON | 18.54000 814833.00| 21.20000 931740.00| 20.85000 916357.50 ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | | 375) | | | 0083 9009.00 11454.000 SY | 2.00000 22908.00| 1.20000 13744.80| 1.50000 17181.00 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0084 9021.01 2834.560 TON | 184.83000 523911.72| 170.00000 481875.20| 176.00000 498882.56 PERFORMANCE GRADED BINDER (64-22) | | | 0085 9034.00 701.000 SY | 3.50000 2453.50| 2.00000 1402.00| 2.50000 1752.50 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0086 9053.00 38950.000 GAL | 0.71000 27654.50| 1.00000 38950.00| 1.00000 38950.00 TACK COAT | | | 0087 9111.00 346.000 MGAL| 20.00000 6920.00| 1.00000 346.00| 9.00000 3114.00 WATER | | | 0088 9170.00 1384.963 STA | 57.00000 78942.89| 57.00000 78942.89| 57.00000 78942.89 EARTH SHOULDER CONSTRUCTION | | | 0089 9179.23 689.467 STA | 90.51000 62403.66| 95.00000 65499.37| 98.00000 67567.77 COLD MILLING, CLASS 3 | | | 0090 9188.50 1741.000 SY | 19.85000 34558.85| 15.00000 26115.00| 20.00000 34820.00 SURFACING UNDER GUARDRAIL | | | 0091 9300.52 13.040 LS | 4000.00000 4000.00| 3500.00000 3500.00| 6500.00000 6500.00 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 1,727,261.46| $ 1,751,977.26| $ 1,816,224.52 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 10 GENERAL ITEMS | | | 0092 0001.08 41126.000 BDAY| 0.50000 20563.00| 0.50000 20563.00| 0.50000 20563.00 BARRICADE, TYPE II | | | 0093 0001.10 3776.000 BDAY| 0.90000 3398.40| 1.50000 5664.00| 2.50000 9440.00 BARRICADE, TYPE III | | | 0094 0001.75 744.000 EACH| 0.50000 372.00| 2.00000 1488.00| 2.00000 1488.00 TEMPORARY SIGN DAY | | | 0095 0001.90 17292.000 EACH| 0.25000 4323.00| 0.50000 8646.00| 0.50000 8646.00 SIGN DAY | | | 0096 0003.10 132.000 DAY | 200.00000 26400.00| 200.00000 26400.00| 195.00000 25740.00 FLAGGING | | | 0097 0003.20 40.000 DAY | 275.00000 11000.00| 300.00000 12000.00| 295.00000 11800.00 FURNISHING AND OPERATING PILOT VEHICLE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F01 -16 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1138X COUNTIES : BUTLER LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 0875 |( 5 ) 0477 |( 6 ) 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 ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 0010.04 1.000 EACH| 3000.00000 3000.00| 2000.00000 2000.00| 1500.00000 1500.00 FIELD OFFICE | | | 0099 0030.00 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 5000.00000 5000.00 MOBILIZATION | | | 0100 9110.01 95.000 HOUR| 65.00000 6175.00| 55.00000 5225.00| 65.00000 6175.00 RENTAL OF LOADER, FULLY OPERATED | | | 0101 9110.02 65.000 HOUR| 70.00000 4550.00| 55.00000 3575.00| 70.00000 4550.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0102 9110.03 95.000 HOUR| 50.00000 4750.00| 40.00000 3800.00| 55.00000 5225.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0103 9110.06 30.000 HOUR| 55.00000 1650.00| 50.00000 1500.00| 85.00000 2550.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0104 9110.07 95.000 HOUR| 50.00000 4750.00| 35.00000 3325.00| 50.00000 4750.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 91,931.40| $ 95,186.00| $ 107,427.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,399,647.66| $ 2,419,248.82| $ 2,491,294.55 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F01 -17 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1138X COUNTIES : BUTLER LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0086 |( ) |( ) |HENNINGSEN CONST., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 10800.00000 10800.00| | MOBILIZATION | | | 0002 1009.00 LUMP| 8000.00000 8000.00| | GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 266.000 MGAL| 8.00000 2128.00| | WATER | | | 0004 1012.00 36.000 EACH| 65.00000 2340.00| | RIGHT-OF-WAY MARKERS | | | 0005 1030.00 25761.000 CY | 5.22000 134472.42| | EARTHWORK MEASURED IN EMBANKMENT | | | 0006 7017.00 9220.500 LF | 1.00000 9220.50| | REMOVE GUARDRAIL | | | 0007 L020.03 1200.000 SY | 1.80000 2160.00| | EROSION CONTROL, TYPE C | | | 0008 L020.09 230.000 SY | 11.00000 2530.00| | EROSION CONTROL, TYPE AAA | | | 0009 L021.03 80.000 BALE| 15.00000 1200.00| | EROSION CHECKS, TYPE C | | | 0010 L022.11 2920.000 LF | 2.00000 5840.00| | FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 178,690.92| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0011 0030.40 LUMP| 4200.00000 4200.00| | MOBILIZATION | | | 0012 1043.50 36.000 SY | 1.50000 54.00| | RIPRAP FILTER FABRIC | | | 0013 4040.00 31.000 EACH| 190.00000 5890.00| | REMOVE HEADWALLS FROM CULVERTS | | | 0014 4044.00 1.000 EACH| 1000.00000 1000.00| | PREPARATION OF STRUCTURE AT STA. 25+06 | | | 0015 4044.01 1.000 EACH| 1000.00000 1000.00| | PREPARATION OF STRUCTURE AT STA. 97+76 | | | 0016 4044.02 1.000 EACH| 1000.00000 1000.00| | PREPARATION OF STRUCTURE AT STA. 137+02 | | | 0017 4044.03 1.000 EACH| 1000.00000 1000.00| | PREPARATION OF STRUCTURE AT STA. 232+29 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F01 -18 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1138X COUNTIES : BUTLER LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0086 |( ) |( ) |HENNINGSEN CONST., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 4044.04 1.000 EACH| 750.00000 750.00| | PREPARATION OF STRUCTURE AT STA. 246+05 | | | 0019 4044.05 1.000 EACH| 1000.00000 1000.00| | PREPARATION OF STRUCTURE AT STA. 382+13 | | | 0020 4044.06 1.000 EACH| 500.00000 500.00| | PREPARATION OF STRUCTURE AT STA. 502+34 | | | 0021 4044.07 1.000 EACH| 750.00000 750.00| | PREPARATION OF STRUCTURE AT STA. 504+64 | | | 0022 4044.08 1.000 EACH| 750.00000 750.00| | PREPARATION OF STRUCTURE AT STA. 597+96 | | | 0023 4050.01 34.000 CY | 20.00000 680.00| | EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0024 4051.01 280.000 CY | 10.25000 2870.00| | EXCAVATION FOR BOX CULVERTS | | | 0025 4100.06 8.200 CY | 500.00000 4100.00| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0026 4101.06 509.480 CY | 314.15000 160053.14| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0027 4107.07 31.900 CY | 463.50000 14785.65| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0028 4150.00 1348.000 LB | 0.80000 1078.40| | REINFORCING STEEL FOR HEADWALL | | | 0029 4151.00 48230.000 LB | 0.48000 23150.40| | REINFORCING STEEL FOR BOX CULVERT | | | 0030 4350.24 125.000 LF | 29.90000 3737.50| | 24" CORRUGATED METAL PIPE | | | 0031 4350.30 19.000 LF | 34.95000 664.05| | 30" CORRUGATED METAL PIPE | | | 0032 4350.36 14.000 LF | 36.77000 514.78| | 36" CORRUGATED METAL PIPE | | | 0033 4350.42 12.000 LF | 43.89000 526.68| | 42" CORRUGATED METAL PIPE | | | 0034 4350.48 8.000 LF | 44.90000 359.20| | 48" CORRUGATED METAL PIPE | | | 0035 4350.54 14.000 LF | 55.30000 774.20| | 54" CORRUGATED METAL PIPE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F01 -19 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1138X COUNTIES : BUTLER LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0086 |( ) |( ) |HENNINGSEN CONST., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 4350.60 18.000 LF | 64.55000 1161.90| | 60" CORRUGATED METAL PIPE | | | 0037 4350.72 30.000 LF | 92.38000 2771.40| | 72" CORRUGATED METAL PIPE | | | 0038 4360.18 2.000 EACH| 240.00000 480.00| | 18" METAL FLARED-END SECTION | | | 0039 4360.24 11.000 EACH| 254.38000 2798.18| | 24" METAL FLARED-END SECTION | | | 0040 4360.30 2.000 EACH| 353.57000 707.14| | 30" METAL FLARED-END SECTION | | | 0041 4360.42 1.000 EACH| 546.43000 546.43| | 42" METAL FLARED-END SECTION | | | 0042 4360.48 1.000 EACH| 594.04000 594.04| | 48" METAL FLARED-END SECTION | | | 0043 4360.54 1.000 EACH| 647.62000 647.62| | 54" METAL FLARED-END SECTION | | | 0044 4360.60 2.000 EACH| 714.29000 1428.58| | 60" METAL FLARED-END SECTION | | | 0045 4360.72 2.000 EACH| 1041.67000 2083.34| | 72" METAL FLARED-END SECTION | | | 0046 4380.48 44.000 LF | 60.71000 2671.24| | 48" ROUND EQUIVALENT CORRUGATED METAL | | | PIPE | | | 0047 4380.54 62.000 LF | 68.27000 4232.74| | 54" ROUND EQUIVALENT CORRUGATED METAL | | | PIPE | | | 0048 4380.60 36.000 LF | 84.52000 3042.72| | 60" ROUND EQUIVALENT CORRUGATED METAL | | | PIPE | | | 0049 4390.48 1.000 EACH| 630.00000 630.00| | 48" ROUND EQUIVALENT METAL PIPE | | | FLARED-END SECTION | | | 0050 4390.54 3.000 EACH| 707.00000 2121.00| | 54" ROUND EQUIVALENT METAL PIPE | | | FLARED-END SECTION | | | 0051 6105.03 34.000 TON | 30.00000 1020.00| | ROCK RIPRAP, TYPE C | | | SECTION TOTALS | $ 258,124.33| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 5 SEEDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F01 -20 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1138X COUNTIES : BUTLER LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0086 |( ) |( ) |HENNINGSEN CONST., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 0030.50 LUMP| 250.00000 250.00| | MOBILIZATION | | | 0053 L001.02 32.000 ACRE| 364.00000 11648.00| | SEEDING, TYPE B | | | 0054 L020.02 35958.000 SY | 1.28000 46026.24| | EROSION CONTROL, TYPE B | | | 0055 L032.75 72.000 TON | 65.00000 4680.00| | MULCH | | | SECTION TOTALS | $ 62,604.24| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 6 BRIDGE AT STA. 225+28.00 2-26'-0" & 1-36'-0" SPANS CONCRETE SLAB BRIDGE | | | 0056 0030.60 LUMP| 250.00000 250.00| | MOBILIZATION | | | 0057 6010.26 22.100 CY | 525.00000 11602.50| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0058 6020.00 2355.000 LB | 1.10000 2590.50| | REINFORCING STEEL FOR BRIDGE | | | 0059 6030.00 1.000 EACH| 3750.00000 3750.00| | PREPARATION OF BRIDGE AT STA. 225+28 | | | SECTION TOTALS | $ 18,193.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6A BRIDGE AT STA. 444+03.00 2-23'-9" & 1-32'-6" SPANS CONCRETE SLAB BRIDGE | | | 0060 0030.60 LUMP| 250.00000 250.00| | MOBILIZATION | | | 0061 6010.26 20.300 CY | 525.00000 10657.50| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0062 6020.00 2145.000 LB | 1.10000 2359.50| | REINFORCING STEEL FOR BRIDGE | | | 0063 6030.01 1.000 EACH| 3250.00000 3250.00| | PREPARATION OF BRIDGE AT STA. 444+03 | | | SECTION TOTALS | $ 16,517.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 7 GUARDRAIL | | | 0064 0030.70 LUMP| 330.00000 330.00| | MOBILIZATION | | | 0065 7011.20 187.500 LF | 10.85000 2034.38| | W-BEAM GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F01 -21 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1138X COUNTIES : BUTLER LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0086 |( ) |( ) |HENNINGSEN CONST., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0066 7015.00 1488.000 LF | 5.12000 7618.56| | CABLE GUARDRAIL | | | 0067 7019.50 1.000 EACH| 14126.00000 14126.00| | IMPACT ATTENUATOR | | | 0068 7020.00 7.000 EACH| 1401.00000 9807.00| | BRIDGE APPROACH SECTIONS | | | 0069 7023.00 6.000 EACH| 1143.00000 6858.00| | TERMINAL ANCHORAGE SECTIONS | | | 0070 7024.27 7.000 EACH| 1336.00000 9352.00| | GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 50,125.94| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 9 BITUMINOUS | | | 0071 0002.55 2078.000 STA | 5.75000 11948.50| | OVERLAY BROKEN LINES | | | 0072 0002.60 4156.000 STA | 5.75000 23897.00| | OVERLAY SOLID LINES | | | 0073 0030.90 LUMP| 26000.00000 26000.00| | MOBILIZATION | | | 0074 1020.03 92.000 EACH| 12.50000 1150.00| | DELINEATOR, TYPE III | | | 0075 1020.20 56.000 EACH| 25.00000 1400.00| | INSTALL CHEVRONS | | | 0076 2010.03 658.000 TON | 19.00000 12502.00| | CRUSHED ROCK SURFACE COURSE | | | 0077 2020.00 96.000 SY | 7.00000 672.00| | SPECIAL SURFACE COURSE FOR MAILBOX | | | TURNOUTS | | | 0078 2021.00 11.000 EACH| 50.00000 550.00| | MAILBOX POST | | | 0079 3040.14 20.100 SY | 153.28000 3080.93| | CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | | DEPTH | | | 0080 3041.25 9.000 TON | 500.00000 4500.00| | BITUMINOUS PATCHING | | | 0081 9005.00 250.000 TON | 45.00000 11250.00| | ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP4 SPECIAL(0.375) | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F01 -22 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1138X COUNTIES : BUTLER LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0086 |( ) |( ) |HENNINGSEN CONST., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0082 9005.50 43950.000 TON | 23.37000 1027111.50| | ASPHALTIC CONCRETE, TYPE SP4 SPECIAL(0. | | | 375) | | | 0083 9009.00 11454.000 SY | 1.32000 15119.28| | PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0084 9021.01 2834.560 TON | 179.00000 507386.24| | PERFORMANCE GRADED BINDER (64-22) | | | 0085 9034.00 701.000 SY | 2.00000 1402.00| | PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0086 9053.00 38950.000 GAL | 0.95000 37002.50| | TACK COAT | | | 0087 9111.00 346.000 MGAL| 3.00000 1038.00| | WATER | | | 0088 9170.00 1384.963 STA | 57.00000 78942.89| | EARTH SHOULDER CONSTRUCTION | | | 0089 9179.23 689.467 STA | 96.35000 66430.15| | COLD MILLING, CLASS 3 | | | 0090 9188.50 1741.000 SY | 17.23000 29997.43| | SURFACING UNDER GUARDRAIL | | | 0091 9300.52 13.040 LS | 2500.00000 2500.00| | ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | SECTION TOTALS | $ 1,863,880.42| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 10 GENERAL ITEMS | | | 0092 0001.08 41126.000 BDAY| 0.50000 20563.00| | BARRICADE, TYPE II | | | 0093 0001.10 3776.000 BDAY| 0.90000 3398.40| | BARRICADE, TYPE III | | | 0094 0001.75 744.000 EACH| 0.50000 372.00| | TEMPORARY SIGN DAY | | | 0095 0001.90 17292.000 EACH| 0.45000 7781.40| | SIGN DAY | | | 0096 0003.10 132.000 DAY | 225.00000 29700.00| | FLAGGING | | | 0097 0003.20 40.000 DAY | 325.00000 13000.00| | FURNISHING AND OPERATING PILOT VEHICLE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F01 -23 TABULATION OF BIDS CALL ORDER : F01 CONTRACT ID : 1138X COUNTIES : BUTLER LETTING DATE : 11/13/03 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 7 ) 0086 |( ) |( ) |HENNINGSEN CONST., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0098 0010.04 1.000 EACH| 2500.00000 2500.00| | FIELD OFFICE | | | 0099 0030.00 LUMP| 25000.00000 25000.00| | MOBILIZATION | | | 0100 9110.01 95.000 HOUR| 35.00000 3325.00| | RENTAL OF LOADER, FULLY OPERATED | | | 0101 9110.02 65.000 HOUR| 85.00000 5525.00| | RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0102 9110.03 95.000 HOUR| 45.00000 4275.00| | RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0103 9110.06 30.000 HOUR| 45.00000 1350.00| | RENTAL OF BACKHOE, FULLY OPERATED | | | 0104 9110.07 95.000 HOUR| 45.00000 4275.00| | RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 121,064.80| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,569,200.65| $ 0.00| $ ====================================================================================================================================
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