NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : 2 VENDOR RANKING CALL ORDER : F04 CONTRACT ID : 3379 COUNTIES : PIERCE LETTING DATE : 07/22/04 DISTRICT : 3 CONTRACT DESCRIPTION : PROJECT(S) : NH-20-5(110) US-20, OSMOND EAST -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 1742 HERBST CONSTRUCTION, INC. $ 2,062,925.73 100.0000% 2 0462 L. J. WEBB CONTRACTOR, INC. $ 2,369,732.03 114.8724% 3 0880 CHRISTENSEN BROS., INC. $ 2,505,275.41 121.4428% 4 2860 COMMERCIAL CONSTRUCTION, INC. $ 2,565,459.21 124.3602% NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F04 -3 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 3379 COUNTIES : PIERCE LETTING DATE : 07/22/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 1 ) 1742 |( 2 ) 0462 |( 3 ) 0880 |HERBST CONSTRUCTION, INC. |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., 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| 10000.00000 10000.00| 8000.00000 8000.00| 8000.00000 8000.00 MOBILIZATION | | | 0002 1009.00 LUMP| 5000.00000 5000.00| 3500.00000 3500.00| 4000.00000 4000.00 GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 87.000 MGAL| 8.00000 696.00| 8.00000 696.00| 8.00000 696.00 WATER | | | 0004 1012.00 11.000 EACH| 350.00000 3850.00| 150.00000 1650.00| 70.00000 770.00 RIGHT-OF-WAY MARKERS | | | 0005 1030.00 5803.000 CY | 5.25000 30465.75| 5.25000 30465.75| 5.30000 30755.90 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1101.00 6382.000 SY | 4.26000 27187.32| 4.26000 27187.32| 4.30000 27442.60 REMOVE PAVEMENT | | | 0007 1102.00 3226.000 SY | 4.26000 13742.76| 4.26000 13742.76| 4.30000 13871.80 REMOVE ASPHALT SURFACE | | | 0008 1106.00 342.000 SY | 4.26000 1456.92| 4.26000 1456.92| 4.30000 1470.60 REMOVE DRIVEWAY | | | 0009 1109.00 163.000 LF | 5.00000 815.00| 5.00000 815.00| 5.00000 815.00 REMOVE CURB | | | 0010 1701.24 94.000 LF | 32.00000 3008.00| 32.00000 3008.00| 32.00000 3008.00 24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0011 1701.30 44.000 LF | 40.00000 1760.00| 40.00000 1760.00| 40.00000 1760.00 30" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0012 4040.00 2.000 EACH| 169.00000 338.00| 169.00000 338.00| 170.00000 340.00 REMOVE HEADWALLS FROM CULVERTS | | | 0013 7017.00 1175.000 LF | 4.00000 4700.00| 4.00000 4700.00| 4.00000 4700.00 REMOVE GUARDRAIL | | | 0014 7308.10 1.000 EACH| 150.00000 150.00| 150.00000 150.00| 150.00000 150.00 REMOVE SIGN | | | 0015 L020.00 3637.000 SY | 1.36000 4946.32| 1.36000 4946.32| 1.90000 6910.30 EROSION CONTROL | | | 0016 L021.00 84.000 BALE| 18.00000 1512.00| 18.00000 1512.00| 20.00000 1680.00 EROSION CHECKS | | | 0017 L022.11 1770.000 LF | 2.20000 3894.00| 2.20000 3894.00| 2.50000 4425.00 FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 113,522.07| $ 107,822.07| $ 110,795.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F04 -4 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 3379 COUNTIES : PIERCE LETTING DATE : 07/22/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 1 ) 1742 |( 2 ) 0462 |( 3 ) 0880 |HERBST CONSTRUCTION, INC. |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 0030.30 LUMP| 8000.00000 8000.00| 3500.00000 3500.00| 4000.00000 4000.00 MOBILIZATION | | | 0019 2021.00 1.000 EACH| 175.00000 175.00| 175.00000 175.00| 175.00000 175.00 MAILBOX POST | | | 0020 3020.24 198.000 SY | 27.00000 5346.00| 27.00000 5346.00| 27.00000 5346.00 CONCRETE CLASS 47B-3500 DRIVEWAY | | | 0021 3075.32 2725.000 SY | 29.00000 79025.00| 29.00000 79025.00| 29.00000 79025.00 8" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0022 3075.36 5007.000 SY | 33.00000 165231.00| 33.00000 165231.00| 33.00000 165231.00 8" DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-3500 | | | 0023 8029.25 7732.000 SY | 2.85000 22036.20| 2.85000 22036.20| 2.90000 22422.80 FOUNDATION COURSE 4" | | | 0024 9009.75 2895.000 SY | 29.00000 83955.00| 29.00000 83955.00| 29.00000 83955.00 TEMPORARY SURFACING 10" | | | 0025 9111.00 32.000 MGAL| 8.00000 256.00| 8.00000 256.00| 8.00000 256.00 WATER | | | 0026 9170.00 43.542 STA | 255.00000 11103.21| 255.00000 11103.21| 255.00000 11103.21 EARTH SHOULDER CONSTRUCTION | | | 0027 9173.20 7930.000 SY | 1.56000 12370.80| 1.56000 12370.80| 1.60000 12688.00 SUBGRADE PREPARATION | | | 0028 9188.50 663.000 SY | 27.00000 17901.00| 27.00000 17901.00| 27.00000 17901.00 SURFACING UNDER GUARDRAIL | | | 0029 L001.02 1.200 ACRE| 1133.00000 1359.60| 1133.00000 1359.60| 1800.00000 2160.00 SEEDING, TYPE B | | | 0030 L032.75 2.700 TON | 75.00000 202.50| 75.00000 202.50| 185.00000 499.50 MULCH | | | SECTION TOTALS | $ 406,961.31| $ 402,461.31| $ 404,762.51 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERT | | | 0031 0030.40 LUMP| 1800.00000 1800.00| 1000.00000 1000.00| 1000.00000 1000.00 MOBILIZATION | | | 0032 4004.50 1490.000 LB | 3.00000 4470.00| 3.00000 4470.00| 3.00000 4470.00 CAST IRON GRATE AND FRAME | | | 0033 4105.59 3.700 CY | 900.00000 3330.00| 900.00000 3330.00| 900.00000 3330.00 CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0034 4155.50 180.000 LB | 1.89000 340.20| 1.89000 340.20| 1.90000 342.00 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F04 -5 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 3379 COUNTIES : PIERCE LETTING DATE : 07/22/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 1 ) 1742 |( 2 ) 0462 |( 3 ) 0880 |HERBST CONSTRUCTION, INC. |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 4310.24 1.000 EACH| 375.00000 375.00| 375.00000 375.00| 380.00000 380.00 24" FLARED-END SECTION | | | 0036 P700.24 335.000 LF | 32.00000 10720.00| 32.00000 10720.00| 32.00000 10720.00 24" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | SECTION TOTALS | $ 21,035.20| $ 20,235.20| $ 20,242.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 6 BRIDGE AT STA. 665+02.00 115'-0" 3-SPAN CONCRETE SLAB BRIDGE | | | 0037 0030.60 LUMP| 27000.00000 27000.00| 50000.00000 50000.00| 69000.00000 69000.00 MOBILIZATION | | | 0038 1010.01 2300.000 CY | 3.00000 6900.00| 4.00000 9200.00| 3.00000 6900.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0039 1043.50 87.600 SY | 2.50000 219.00| 2.00000 175.20| 2.00000 175.20 RIPRAP FILTER FABRIC | | | 0040 3050.15 201.800 CY | 205.00000 41369.00| 230.00000 46414.00| 220.00000 44396.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0041 3051.10 21755.000 LB | 0.70000 15228.50| 0.75000 16316.25| 0.60000 13053.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0042 6000.10 126.000 LS | 2500.00000 2500.00| 5000.00000 5000.00| 15000.00000 15000.00 ABUTMENT NO.1 EXCAVATION | | | 0043 6000.11 95.000 LS | 2500.00000 2500.00| 5000.00000 5000.00| 15000.00000 15000.00 ABUTMENT NO.2 EXCAVATION | | | 0044 6001.50 38.000 LS | 5000.00000 5000.00| 12000.00000 12000.00| 24000.00000 24000.00 BENT NO.1 EXCAVATION | | | 0045 6001.51 33.000 LS | 5000.00000 5000.00| 12000.00000 12000.00| 24000.00000 24000.00 BENT NO.2 EXCAVATION | | | 0046 6005.35 92.700 LF | 38.00000 3522.60| 50.00000 4635.00| 60.00000 5562.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0047 6010.22 180.900 CY | 300.00000 54270.00| 425.00000 76882.50| 420.00000 75978.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0048 6010.26 316.600 CY | 280.00000 88648.00| 385.00000 121891.00| 320.00000 101312.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0049 6040.00 1.000 EACH| 16500.00000 16500.00| 35000.00000 35000.00| 61000.00000 61000.00 REMOVE STRUCTURE AT STA. 665+11.00 | | | 0050 6080.00 1785.000 LB | 3.00000 5355.00| 3.50000 6247.50| 4.00000 7140.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0051 6104.00 34.800 TON | 15.00000 522.00| 15.00000 522.00| 20.00000 696.00 BROKEN CONCRETE RIPRAP | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F04 -6 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 3379 COUNTIES : PIERCE LETTING DATE : 07/22/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 1 ) 1742 |( 2 ) 0462 |( 3 ) 0880 |HERBST CONSTRUCTION, INC. |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 6105.02 33.600 TON | 33.00000 1108.80| 40.00000 1344.00| 40.00000 1344.00 ROCK RIPRAP, TYPE B | | | 0053 6131.50 106210.000 LB | 0.70000 74347.00| 0.75000 79657.50| 0.60000 63726.00 EPOXY COATED REINFORCING STEEL | | | 0054 6210.50 2640.000 LF | 30.00000 79200.00| 26.00000 68640.00| 26.00000 68640.00 PIPE PILING | | | 0055 6310.00 3013.300 SF | 16.00000 48212.80| 17.00000 51226.10| 18.00000 54239.40 STEEL SHEET PILING | | | 0056 6510.55 9.000 LS | 5500.00000 5500.00| 5000.00000 5000.00| 15000.00000 15000.00 TEMPORARY BRIDGE SHORING | | | 0057 6510.60 74.440 LS | 7500.00000 7500.00| 5000.00000 5000.00| 20000.00000 20000.00 BRIDGE SHORING | | | 0058 8091.00 295.300 CY | 30.00000 8859.00| 24.00000 7087.20| 30.00000 8859.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 499,261.70| $ 619,238.25| $ 695,020.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6A BRIDGE AT STA. 789+54.00 72'-0" 3-SPAN CONT CONCRETE SLAB BRIDGE-WIDEN & OVERLAY | | | 0059 0030.60 LUMP| 30000.00000 30000.00| 50000.00000 50000.00| 40000.00000 40000.00 MOBILIZATION | | | 0060 3050.15 191.700 CY | 205.00000 39298.50| 230.00000 44091.00| 220.00000 42174.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0061 3051.10 21590.000 LB | 0.70000 15113.00| 0.75000 16192.50| 0.60000 12954.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0062 6000.10 48.000 LS | 4000.00000 4000.00| 6500.00000 6500.00| 15000.00000 15000.00 ABUTMENT NO.1 EXCAVATION | | | 0063 6000.11 48.000 LS | 4000.00000 4000.00| 6500.00000 6500.00| 15000.00000 15000.00 ABUTMENT NO.2 EXCAVATION | | | 0064 6005.35 98.000 LF | 38.00000 3724.00| 50.00000 4900.00| 60.00000 5880.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0065 6007.01 212.000 SY | 40.00000 8480.00| 40.00000 8480.00| 20.00000 4240.00 CLASS I REPAIR | | | 0066 6007.02 42.400 SY | 190.00000 8056.00| 200.00000 8480.00| 140.00000 5936.00 CLASS II REPAIR | | | 0067 6007.03 5.000 SY | 300.00000 1500.00| 300.00000 1500.00| 200.00000 1000.00 CLASS III REPAIR | | | 0068 6008.40 358.700 SY | 25.00000 8967.50| 40.00000 14348.00| 60.00000 21522.00 PLACING, FINISHING, AND CURING CONCRETE | | | OVERLAY-SF | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F04 -7 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 3379 COUNTIES : PIERCE LETTING DATE : 07/22/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 1 ) 1742 |( 2 ) 0462 |( 3 ) 0880 |HERBST CONSTRUCTION, INC. |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 6010.22 67.600 CY | 450.00000 30420.00| 525.00000 35490.00| 520.00000 35152.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0070 6010.26 79.900 CY | 450.00000 35955.00| 525.00000 41947.50| 480.00000 38352.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0071 6016.02 23.000 CY | 650.00000 14950.00| 850.00000 19550.00| 420.00000 9660.00 CONCRETE FOR OVERLAYS-SF | | | 0072 6030.00 1.000 EACH| 14000.00000 14000.00| 50000.00000 50000.00| 32000.00000 32000.00 PREPARATION OF BRIDGE AT STA. 789+54.00 | | | 0073 6080.00 1464.500 LB | 3.50000 5125.75| 3.50000 5125.75| 4.00000 5858.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0074 6131.50 27685.000 LB | 0.70000 19379.50| 0.75000 20763.75| 0.60000 16611.00 EPOXY COATED REINFORCING STEEL | | | 0075 6210.50 1400.000 LF | 45.00000 63000.00| 26.00000 36400.00| 42.00000 58800.00 PIPE PILING | | | 0076 6310.00 2288.000 SF | 16.00000 36608.00| 17.00000 38896.00| 18.00000 41184.00 STEEL SHEET PILING | | | 0077 6433.00 377.000 LS | 12000.00000 12000.00| 10008.00000 10008.00| 9000.00000 9000.00 PAINTING PILES AND MISCELLANEOUS STEEL | | | 0078 6510.60 78.220 LS | 7500.00000 7500.00| 5000.00000 5000.00| 15000.00000 15000.00 BRIDGE SHORING | | | 0079 8091.00 26.800 CY | 30.00000 804.00| 24.00000 643.20| 30.00000 804.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 362,881.25| $ 424,815.70| $ 426,127.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6B BRIDGE AT STA. 801+76.93 70'-0" 3-SPAN CONCRETE SLAB BRIDGE | | | 0080 0030.60 LUMP| 26500.00000 26500.00| 50000.00000 50000.00| 58000.00000 58000.00 MOBILIZATION | | | 0081 1010.01 2800.000 CY | 3.00000 8400.00| 4.00000 11200.00| 4.00000 11200.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0082 1043.50 638.400 SY | 2.00000 1276.80| 2.00000 1276.80| 2.00000 1276.80 RIPRAP FILTER FABRIC | | | 0083 3050.15 195.300 CY | 205.00000 40036.50| 230.00000 44919.00| 220.00000 42966.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0084 3051.10 21550.000 LB | 0.70000 15085.00| 0.75000 16162.50| 0.60000 12930.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0085 6000.10 128.000 LS | 4000.00000 4000.00| 5000.00000 5000.00| 14000.00000 14000.00 ABUTMENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F04 -8 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 3379 COUNTIES : PIERCE LETTING DATE : 07/22/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 1 ) 1742 |( 2 ) 0462 |( 3 ) 0880 |HERBST CONSTRUCTION, INC. |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0086 6000.11 129.000 LS | 4000.00000 4000.00| 5000.00000 5000.00| 14000.00000 14000.00 ABUTMENT NO.2 EXCAVATION | | | 0087 6001.50 56.000 LS | 5000.00000 5000.00| 10000.00000 10000.00| 18000.00000 18000.00 BENT NO.1 EXCAVATION | | | 0088 6001.51 55.000 LS | 5000.00000 5000.00| 10000.00000 10000.00| 18000.00000 18000.00 BENT NO.2 EXCAVATION | | | 0089 6005.35 94.700 LF | 38.00000 3598.60| 50.00000 4735.00| 60.00000 5682.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0090 6010.22 177.800 CY | 300.00000 53340.00| 425.00000 75565.00| 420.00000 74676.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0091 6010.26 146.000 CY | 300.00000 43800.00| 475.00000 69350.00| 320.00000 46720.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0092 6040.00 1.000 EACH| 16000.00000 16000.00| 35000.00000 35000.00| 54000.00000 54000.00 REMOVE STRUCTURE AT STA. 801+76.93 | | | 0093 6080.00 1752.000 LB | 3.00000 5256.00| 3.50000 6132.00| 4.00000 7008.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0094 6104.00 346.100 TON | 15.00000 5191.50| 15.00000 5191.50| 20.00000 6922.00 BROKEN CONCRETE RIPRAP | | | 0095 6105.02 154.100 TON | 33.00000 5085.30| 35.00000 5393.50| 40.00000 6164.00 ROCK RIPRAP, TYPE B | | | 0096 6131.50 62590.000 LB | 0.70000 43813.00| 0.75000 46942.50| 0.60000 37554.00 EPOXY COATED REINFORCING STEEL | | | 0097 6210.50 2480.000 LF | 30.00000 74400.00| 26.00000 64480.00| 26.00000 64480.00 PIPE PILING | | | 0098 6310.00 3150.000 SF | 16.00000 50400.00| 17.00000 53550.00| 18.00000 56700.00 STEEL SHEET PILING | | | 0099 6510.55 42.550 LS | 5500.00000 5500.00| 5000.00000 5000.00| 12000.00000 12000.00 TEMPORARY BRIDGE SHORING | | | 0100 6510.60 70.780 LS | 7000.00000 7000.00| 5000.00000 5000.00| 15000.00000 15000.00 BRIDGE SHORING | | | 0101 8091.00 328.300 CY | 30.00000 9849.00| 24.00000 7879.20| 30.00000 9849.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 432,531.70| $ 537,777.00| $ 587,127.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 6C BRIDGE AT STA. 801+76.93 70'-0" 3-SPAN IT 300 GIRDER BRIDGE | | | 0102 0030.60 LUMP| | | MOBILIZATION | | | 0103 1010.01 2800.000 CY | | | EXCAVATION (ESTABLISHED QUANTITY) | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F04 -9 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 3379 COUNTIES : PIERCE LETTING DATE : 07/22/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 1 ) 1742 |( 2 ) 0462 |( 3 ) 0880 |HERBST CONSTRUCTION, INC. |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0104 1043.50 638.400 SY | | | RIPRAP FILTER FABRIC | | | 0105 3050.15 195.300 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0106 3051.10 21550.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0107 6000.10 128.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0108 6000.11 129.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0109 6001.50 56.000 LS | | | BENT NO.1 EXCAVATION | | | 0110 6001.51 55.000 LS | | | BENT NO.2 EXCAVATION | | | 0111 6005.35 94.700 LF | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0112 6010.22 210.400 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0113 6010.26 84.500 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0114 6011.11 61.400 LS | | | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 801+76.93 | | | 0115 6040.00 1.000 EACH| | | REMOVE STRUCTURE AT STA. 801+76.93 | | | 0116 6080.00 4533.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0117 6104.00 346.100 TON | | | BROKEN CONCRETE RIPRAP | | | 0118 6105.02 154.100 TON | | | ROCK RIPRAP, TYPE B | | | 0119 6131.50 40840.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0120 6139.50 41.600 SY | | | SUBSURFACE DRAINAGE MATTING | | | 0121 6210.50 2480.000 LF | | | PIPE PILING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F04 -10 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 3379 COUNTIES : PIERCE LETTING DATE : 07/22/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 1 ) 1742 |( 2 ) 0462 |( 3 ) 0880 |HERBST CONSTRUCTION, INC. |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0122 6310.00 2850.000 SF | | | STEEL SHEET PILING | | | 0123 6510.55 42.550 LS | | | TEMPORARY BRIDGE SHORING | | | 0124 6510.60 70.780 LS | | | BRIDGE SHORING | | | 0125 8091.00 326.700 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 7 GUARDRAIL | | | 0126 0030.70 LUMP| 1400.00000 1400.00| 1550.00000 1550.00| 1600.00000 1600.00 MOBILIZATION | | | 0127 7011.20 425.000 LF | 17.00000 7225.00| 17.00000 7225.00| 17.00000 7225.00 W-BEAM GUARDRAIL | | | 0128 7020.00 12.000 EACH| 2200.00000 26400.00| 2200.00000 26400.00| 2200.00000 26400.00 BRIDGE APPROACH SECTIONS | | | 0129 7024.27 12.000 EACH| 1575.00000 18900.00| 1575.00000 18900.00| 1600.00000 19200.00 GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 53,925.00| $ 54,075.00| $ 54,425.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 10 GENERAL ITEMS | | | 0130 0001.08 10755.000 BDAY| 0.50000 5377.50| 0.50000 5377.50| 0.50000 5377.50 BARRICADE, TYPE II | | | 0131 0001.10 2620.000 BDAY| 1.25000 3275.00| 1.25000 3275.00| 1.30000 3406.00 BARRICADE, TYPE III | | | 0132 0001.75 40.000 EACH| 5.00000 200.00| 5.00000 200.00| 5.00000 200.00 TEMPORARY SIGN DAY | | | 0133 0001.90 15840.000 EACH| 0.50000 7920.00| 0.50000 7920.00| 0.52000 8236.80 SIGN DAY | | | 0134 0001.99 740.000 EACH| 1.00000 740.00| 1.00000 740.00| 1.05000 777.00 CONTRACTOR FURNISHED SIGN DAY | | | 0135 0002.30 14700.000 LF | 0.35000 5145.00| 0.35000 5145.00| 0.36000 5292.00 PAVEMENT MARKING REMOVAL | | | 0136 0002.44 26200.000 LF | 0.15000 3930.00| 0.15000 3930.00| 0.16000 4192.00 TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0137 0002.47 11200.000 LF | 0.85000 9520.00| 0.85000 9520.00| 0.87000 9744.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F04 -11 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 3379 COUNTIES : PIERCE LETTING DATE : 07/22/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 1 ) 1742 |( 2 ) 0462 |( 3 ) 0880 |HERBST CONSTRUCTION, INC. |WEBB CONTRACTOR, INC./L. J. |CHRISTENSEN BROS., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0138 0003.10 10.000 DAY | 190.00000 1900.00| 200.00000 2000.00| 210.00000 2100.00 FLAGGING | | | 0139 0003.50 1450.000 LF | 26.00000 37700.00| 45.00000 65250.00| 30.00000 43500.00 CONCRETE PROTECTION BARRIER | | | 0140 0003.56 1450.000 LF | 6.00000 8700.00| 4.00000 5800.00| 15.00000 21750.00 RELOCATE CONCRETE PROTECTION BARRIER | | | 0141 0003.70 12.000 EACH| 375.00000 4500.00| 375.00000 4500.00| 400.00000 4800.00 TEMPORARY RUMBLE STRIP | | | 0142 0003.75 3.000 EACH| 9250.00000 27750.00| 9000.00000 27000.00| 10000.00000 30000.00 TEMPORARY TRAFFIC SIGNAL | | | 0143 0010.04 1.000 EACH| 2500.00000 2500.00| 3000.00000 3000.00| 3000.00000 3000.00 FIELD OFFICE | | | 0144 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 TRAINING | | | 0145 0030.00 LUMP| 9000.00000 9000.00| 15000.00000 15000.00| 20000.00000 20000.00 MOBILIZATION | | | 0146 7019.50 2.000 EACH| 16000.00000 32000.00| 16000.00000 32000.00| 16000.00000 32000.00 IMPACT ATTENUATOR | | | 0147 7019.65 2.000 EACH| 2775.00000 5550.00| 2775.00000 5550.00| 2800.00000 5600.00 RELOCATE IMPACT ATTENUATOR | | | 0148 9110.01 20.000 HOUR| 65.00000 1300.00| 65.00000 1300.00| 70.00000 1400.00 RENTAL OF LOADER, FULLY OPERATED | | | 0149 9110.03 20.000 HOUR| 55.00000 1100.00| 55.00000 1100.00| 60.00000 1200.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0150 9110.07 20.000 HOUR| 70.00000 1400.00| 70.00000 1400.00| 40.00000 800.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0151 9110.27 20.000 HOUR| 125.00000 2500.00| 125.00000 2500.00| 130.00000 2600.00 RENTAL OF CRAWLER MOUNTED HYDRAULIC | | | EXCAVATOR,FULLY OPERATED | | | SECTION TOTALS | $ 172,807.50| $ 203,307.50| $ 206,775.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,062,925.73| $ 2,369,732.03| $ 2,505,275.41 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F04 -12 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 3379 COUNTIES : PIERCE LETTING DATE : 07/22/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 4 ) 2860 |( ) |( ) |COMMERCIAL CONSTRUCTION, 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| 11000.00000 11000.00| | MOBILIZATION | | | 0002 1009.00 LUMP| 4000.00000 4000.00| | GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 87.000 MGAL| 8.00000 696.00| | WATER | | | 0004 1012.00 11.000 EACH| 100.00000 1100.00| | RIGHT-OF-WAY MARKERS | | | 0005 1030.00 5803.000 CY | 5.60000 32496.80| | EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1101.00 6382.000 SY | 4.50000 28719.00| | REMOVE PAVEMENT | | | 0007 1102.00 3226.000 SY | 4.50000 14517.00| | REMOVE ASPHALT SURFACE | | | 0008 1106.00 342.000 SY | 4.50000 1539.00| | REMOVE DRIVEWAY | | | 0009 1109.00 163.000 LF | 6.00000 978.00| | REMOVE CURB | | | 0010 1701.24 94.000 LF | 34.00000 3196.00| | 24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0011 1701.30 44.000 LF | 42.00000 1848.00| | 30" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0012 4040.00 2.000 EACH| 180.00000 360.00| | REMOVE HEADWALLS FROM CULVERTS | | | 0013 7017.00 1175.000 LF | 4.00000 4700.00| | REMOVE GUARDRAIL | | | 0014 7308.10 1.000 EACH| 150.00000 150.00| | REMOVE SIGN | | | 0015 L020.00 3637.000 SY | 1.50000 5455.50| | EROSION CONTROL | | | 0016 L021.00 84.000 BALE| 15.00000 1260.00| | EROSION CHECKS | | | 0017 L022.11 1770.000 LF | 2.20000 3894.00| | FABRIC SILT FENCE-LOW POROSITY | | | SECTION TOTALS | $ 115,909.30| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F04 -13 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 3379 COUNTIES : PIERCE LETTING DATE : 07/22/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 4 ) 2860 |( ) |( ) |COMMERCIAL CONSTRUCTION, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 0030.30 LUMP| 40000.00000 40000.00| | MOBILIZATION | | | 0019 2021.00 1.000 EACH| 100.00000 100.00| | MAILBOX POST | | | 0020 3020.24 198.000 SY | 30.00000 5940.00| | CONCRETE CLASS 47B-3500 DRIVEWAY | | | 0021 3075.32 2725.000 SY | 31.00000 84475.00| | 8" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0022 3075.36 5007.000 SY | 35.00000 175245.00| | 8" DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-3500 | | | 0023 8029.25 7732.000 SY | 3.00000 23196.00| | FOUNDATION COURSE 4" | | | 0024 9009.75 2895.000 SY | 32.00000 92640.00| | TEMPORARY SURFACING 10" | | | 0025 9111.00 32.000 MGAL| 8.00000 256.00| | WATER | | | 0026 9170.00 43.542 STA | 255.00000 11103.21| | EARTH SHOULDER CONSTRUCTION | | | 0027 9173.20 7930.000 SY | 1.60000 12688.00| | SUBGRADE PREPARATION | | | 0028 9188.50 663.000 SY | 27.00000 17901.00| | SURFACING UNDER GUARDRAIL | | | 0029 L001.02 1.200 ACRE| 1200.00000 1440.00| | SEEDING, TYPE B | | | 0030 L032.75 2.700 TON | 75.00000 202.50| | MULCH | | | SECTION TOTALS | $ 465,186.71| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERT | | | 0031 0030.40 LUMP| 1100.00000 1100.00| | MOBILIZATION | | | 0032 4004.50 1490.000 LB | 3.20000 4768.00| | CAST IRON GRATE AND FRAME | | | 0033 4105.59 3.700 CY | 900.00000 3330.00| | CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0034 4155.50 180.000 LB | 1.89000 340.20| | REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F04 -14 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 3379 COUNTIES : PIERCE LETTING DATE : 07/22/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 4 ) 2860 |( ) |( ) |COMMERCIAL CONSTRUCTION, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 4310.24 1.000 EACH| 400.00000 400.00| | 24" FLARED-END SECTION | | | 0036 P700.24 335.000 LF | 34.00000 11390.00| | 24" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | SECTION TOTALS | $ 21,328.20| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 6 BRIDGE AT STA. 665+02.00 115'-0" 3-SPAN CONCRETE SLAB BRIDGE | | | 0037 0030.60 LUMP| 56000.00000 56000.00| | MOBILIZATION | | | 0038 1010.01 2300.000 CY | 6.00000 13800.00| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0039 1043.50 87.600 SY | 2.50000 219.00| | RIPRAP FILTER FABRIC | | | 0040 3050.15 201.800 CY | 205.00000 41369.00| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0041 3051.10 21755.000 LB | 1.00000 21755.00| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0042 6000.10 126.000 LS | 6000.00000 6000.00| | ABUTMENT NO.1 EXCAVATION | | | 0043 6000.11 95.000 LS | 6000.00000 6000.00| | ABUTMENT NO.2 EXCAVATION | | | 0044 6001.50 38.000 LS | 12000.00000 12000.00| | BENT NO.1 EXCAVATION | | | 0045 6001.51 33.000 LS | 12000.00000 12000.00| | BENT NO.2 EXCAVATION | | | 0046 6005.35 92.700 LF | 40.00000 3708.00| | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0047 6010.22 180.900 CY | 300.00000 54270.00| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0048 6010.26 316.600 CY | 330.00000 104478.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0049 6040.00 1.000 EACH| 35000.00000 35000.00| | REMOVE STRUCTURE AT STA. 665+11.00 | | | 0050 6080.00 1785.000 LB | 4.00000 7140.00| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0051 6104.00 34.800 TON | 50.00000 1740.00| | BROKEN CONCRETE RIPRAP | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F04 -15 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 3379 COUNTIES : PIERCE LETTING DATE : 07/22/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 4 ) 2860 |( ) |( ) |COMMERCIAL CONSTRUCTION, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0052 6105.02 33.600 TON | 60.00000 2016.00| | ROCK RIPRAP, TYPE B | | | 0053 6131.50 106210.000 LB | 0.90000 95589.00| | EPOXY COATED REINFORCING STEEL | | | 0054 6210.50 2640.000 LF | 28.00000 73920.00| | PIPE PILING | | | 0055 6310.00 3013.300 SF | 22.00000 66292.60| | STEEL SHEET PILING | | | 0056 6510.55 9.000 LS | 14000.00000 14000.00| | TEMPORARY BRIDGE SHORING | | | 0057 6510.60 74.440 LS | 13000.00000 13000.00| | BRIDGE SHORING | | | 0058 8091.00 295.300 CY | 40.00000 11812.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 652,108.60| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6A BRIDGE AT STA. 789+54.00 72'-0" 3-SPAN CONT CONCRETE SLAB BRIDGE-WIDEN & OVERLAY | | | 0059 0030.60 LUMP| 44000.00000 44000.00| | MOBILIZATION | | | 0060 3050.15 191.700 CY | 220.00000 42174.00| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0061 3051.10 21590.000 LB | 1.00000 21590.00| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0062 6000.10 48.000 LS | 7000.00000 7000.00| | ABUTMENT NO.1 EXCAVATION | | | 0063 6000.11 48.000 LS | 7000.00000 7000.00| | ABUTMENT NO.2 EXCAVATION | | | 0064 6005.35 98.000 LF | 40.00000 3920.00| | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0065 6007.01 212.000 SY | 38.00000 8056.00| | CLASS I REPAIR | | | 0066 6007.02 42.400 SY | 203.00000 8607.20| | CLASS II REPAIR | | | 0067 6007.03 5.000 SY | 267.00000 1335.00| | CLASS III REPAIR | | | 0068 6008.40 358.700 SY | 43.00000 15424.10| | PLACING, FINISHING, AND CURING CONCRETE | | | OVERLAY-SF | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F04 -16 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 3379 COUNTIES : PIERCE LETTING DATE : 07/22/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 4 ) 2860 |( ) |( ) |COMMERCIAL CONSTRUCTION, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 6010.22 67.600 CY | 385.00000 26026.00| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0070 6010.26 79.900 CY | 490.00000 39151.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0071 6016.02 23.000 CY | 900.00000 20700.00| | CONCRETE FOR OVERLAYS-SF | | | 0072 6030.00 1.000 EACH| 25000.00000 25000.00| | PREPARATION OF BRIDGE AT STA. 789+54.00 | | | 0073 6080.00 1464.500 LB | 4.00000 5858.00| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0074 6131.50 27685.000 LB | 1.10000 30453.50| | EPOXY COATED REINFORCING STEEL | | | 0075 6210.50 1400.000 LF | 47.00000 65800.00| | PIPE PILING | | | 0076 6310.00 2288.000 SF | 22.00000 50336.00| | STEEL SHEET PILING | | | 0077 6433.00 377.000 LS | 7000.00000 7000.00| | PAINTING PILES AND MISCELLANEOUS STEEL | | | 0078 6510.60 78.220 LS | 16000.00000 16000.00| | BRIDGE SHORING | | | 0079 8091.00 26.800 CY | 35.00000 938.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 446,368.80| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6B BRIDGE AT STA. 801+76.93 70'-0" 3-SPAN CONCRETE SLAB BRIDGE | | | 0080 0030.60 LUMP| 50000.00000 50000.00| | MOBILIZATION | | | 0081 1010.01 2800.000 CY | 6.00000 16800.00| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0082 1043.50 638.400 SY | 3.00000 1915.20| | RIPRAP FILTER FABRIC | | | 0083 3050.15 195.300 CY | 215.00000 41989.50| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0084 3051.10 21550.000 LB | 1.00000 21550.00| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0085 6000.10 128.000 LS | 6000.00000 6000.00| | ABUTMENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F04 -17 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 3379 COUNTIES : PIERCE LETTING DATE : 07/22/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 4 ) 2860 |( ) |( ) |COMMERCIAL CONSTRUCTION, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0086 6000.11 129.000 LS | 6000.00000 6000.00| | ABUTMENT NO.2 EXCAVATION | | | 0087 6001.50 56.000 LS | 10000.00000 10000.00| | BENT NO.1 EXCAVATION | | | 0088 6001.51 55.000 LS | 10000.00000 10000.00| | BENT NO.2 EXCAVATION | | | 0089 6005.35 94.700 LF | 42.00000 3977.40| | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0090 6010.22 177.800 CY | 350.00000 62230.00| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0091 6010.26 146.000 CY | 480.00000 70080.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0092 6040.00 1.000 EACH| 25000.00000 25000.00| | REMOVE STRUCTURE AT STA. 801+76.93 | | | 0093 6080.00 1752.000 LB | 4.00000 7008.00| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0094 6104.00 346.100 TON | 22.00000 7614.20| | BROKEN CONCRETE RIPRAP | | | 0095 6105.02 154.100 TON | 42.00000 6472.20| | ROCK RIPRAP, TYPE B | | | 0096 6131.50 62590.000 LB | 1.00000 62590.00| | EPOXY COATED REINFORCING STEEL | | | 0097 6210.50 2480.000 LF | 28.00000 69440.00| | PIPE PILING | | | 0098 6310.00 3150.000 SF | 22.00000 69300.00| | STEEL SHEET PILING | | | 0099 6510.55 42.550 LS | 10000.00000 10000.00| | TEMPORARY BRIDGE SHORING | | | 0100 6510.60 70.780 LS | 15000.00000 15000.00| | BRIDGE SHORING | | | 0101 8091.00 328.300 CY | 42.00000 13788.60| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 586,755.10| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 6C BRIDGE AT STA. 801+76.93 70'-0" 3-SPAN IT 300 GIRDER BRIDGE | | | 0102 0030.60 LUMP| | | MOBILIZATION | | | 0103 1010.01 2800.000 CY | | | EXCAVATION (ESTABLISHED QUANTITY) | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F04 -18 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 3379 COUNTIES : PIERCE LETTING DATE : 07/22/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 4 ) 2860 |( ) |( ) |COMMERCIAL CONSTRUCTION, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0104 1043.50 638.400 SY | | | RIPRAP FILTER FABRIC | | | 0105 3050.15 195.300 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0106 3051.10 21550.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0107 6000.10 128.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0108 6000.11 129.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0109 6001.50 56.000 LS | | | BENT NO.1 EXCAVATION | | | 0110 6001.51 55.000 LS | | | BENT NO.2 EXCAVATION | | | 0111 6005.35 94.700 LF | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0112 6010.22 210.400 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0113 6010.26 84.500 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0114 6011.11 61.400 LS | | | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 801+76.93 | | | 0115 6040.00 1.000 EACH| | | REMOVE STRUCTURE AT STA. 801+76.93 | | | 0116 6080.00 4533.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0117 6104.00 346.100 TON | | | BROKEN CONCRETE RIPRAP | | | 0118 6105.02 154.100 TON | | | ROCK RIPRAP, TYPE B | | | 0119 6131.50 40840.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0120 6139.50 41.600 SY | | | SUBSURFACE DRAINAGE MATTING | | | 0121 6210.50 2480.000 LF | | | PIPE PILING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F04 -19 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 3379 COUNTIES : PIERCE LETTING DATE : 07/22/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 4 ) 2860 |( ) |( ) |COMMERCIAL CONSTRUCTION, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0122 6310.00 2850.000 SF | | | STEEL SHEET PILING | | | 0123 6510.55 42.550 LS | | | TEMPORARY BRIDGE SHORING | | | 0124 6510.60 70.780 LS | | | BRIDGE SHORING | | | 0125 8091.00 326.700 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 7 GUARDRAIL | | | 0126 0030.70 LUMP| 5000.00000 5000.00| | MOBILIZATION | | | 0127 7011.20 425.000 LF | 19.00000 8075.00| | W-BEAM GUARDRAIL | | | 0128 7020.00 12.000 EACH| 2500.00000 30000.00| | BRIDGE APPROACH SECTIONS | | | 0129 7024.27 12.000 EACH| 1700.00000 20400.00| | GUARDRAIL END TREATMENT, TYPE II | | | SECTION TOTALS | $ 63,475.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 10 GENERAL ITEMS | | | 0130 0001.08 10755.000 BDAY| 0.50000 5377.50| | BARRICADE, TYPE II | | | 0131 0001.10 2620.000 BDAY| 2.10000 5502.00| | BARRICADE, TYPE III | | | 0132 0001.75 40.000 EACH| 6.00000 240.00| | TEMPORARY SIGN DAY | | | 0133 0001.90 15840.000 EACH| 0.60000 9504.00| | SIGN DAY | | | 0134 0001.99 740.000 EACH| 2.60000 1924.00| | CONTRACTOR FURNISHED SIGN DAY | | | 0135 0002.30 14700.000 LF | 0.80000 11760.00| | PAVEMENT MARKING REMOVAL | | | 0136 0002.44 26200.000 LF | 0.40000 10480.00| | TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0137 0002.47 11200.000 LF | 0.65000 7280.00| | TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F04 -20 TABULATION OF BIDS CALL ORDER : F04 CONTRACT ID : 3379 COUNTIES : PIERCE LETTING DATE : 07/22/04 1:30 pm DISTRICT : 3 ==================================================================================================================================== |( 4 ) 2860 |( ) |( ) |COMMERCIAL CONSTRUCTION, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0138 0003.10 10.000 DAY | 220.00000 2200.00| | FLAGGING | | | 0139 0003.50 1450.000 LF | 45.00000 65250.00| | CONCRETE PROTECTION BARRIER | | | 0140 0003.56 1450.000 LF | 3.00000 4350.00| | RELOCATE CONCRETE PROTECTION BARRIER | | | 0141 0003.70 12.000 EACH| 430.00000 5160.00| | TEMPORARY RUMBLE STRIP | | | 0142 0003.75 3.000 EACH| 10000.00000 30000.00| | TEMPORARY TRAFFIC SIGNAL | | | 0143 0010.04 1.000 EACH| 6000.00000 6000.00| | FIELD OFFICE | | | 0144 0020.00 1000.000 HOUR| 0.80000 800.00| | TRAINING | | | 0145 0030.00 LUMP| 2000.00000 2000.00| | MOBILIZATION | | | 0146 7019.50 2.000 EACH| 17000.00000 34000.00| | IMPACT ATTENUATOR | | | 0147 7019.65 2.000 EACH| 3000.00000 6000.00| | RELOCATE IMPACT ATTENUATOR | | | 0148 9110.01 20.000 HOUR| 75.00000 1500.00| | RENTAL OF LOADER, FULLY OPERATED | | | 0149 9110.03 20.000 HOUR| 65.00000 1300.00| | RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0150 9110.07 20.000 HOUR| 55.00000 1100.00| | RENTAL OF SKID LOADER, FULLY OPERATED | | | 0151 9110.27 20.000 HOUR| 130.00000 2600.00| | RENTAL OF CRAWLER MOUNTED HYDRAULIC | | | EXCAVATOR,FULLY OPERATED | | | SECTION TOTALS | $ 214,327.50| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,565,459.21| $ 0.00| $ ====================================================================================================================================
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