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Last Updated:
07/23/2004
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July 22, 2004 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : 2 VENDOR RANKING CALL ORDER : F07 CONTRACT ID : 5082 COUNTIES : GARDEN LETTING DATE : 07/22/04 DISTRICT : 5 CONTRACT DESCRIPTION : PROJECT(S) : STPN-TMT-26-2(151) US-26/N-92, OSHKOSH NORTHWEST -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 2951 THIS PROJECT IS NOT TIED TO PROJECT NO. STR-27-3(1002) -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 2951 AMES CONSTRUCTION, INC. $ 5,792,419.67 100.0000% 2 1809 CAPITAL CONTRACTORS, INC. $ 6,321,270.02 109.1300% 3 2283 PERRETT CONSTRUCTION, LTD. $ 6,435,676.88 111.1052% 4 1816 COMMERCIAL CONTRACTORS EQUIPMENT, INC. $ 6,944,992.86 119.8980% NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F07 -3 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 5082 COUNTIES : GARDEN LETTING DATE : 07/22/04 1:30 pm DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 1809 |( 3 ) 2283 |AMES CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |PERRETT CONSTRUCTION LTD. 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| 120000.00000 120000.00| 90000.00000 90000.00| 80000.00000 80000.00 MOBILIZATION | | | 0002 1000.00 16.000 EACH| 200.00000 3200.00| 550.00000 8800.00| 550.00000 8800.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 25000.00000 25000.00| 4500.00000 4500.00| 4500.00000 4500.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.01 645.000 CY | 2.73000 1760.85| 4.00000 2580.00| 4.00000 2580.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0005 1011.00 3538.000 MGAL| 8.00000 28304.00| 8.00000 28304.00| 8.00000 28304.00 WATER | | | 0006 1012.00 50.000 EACH| 95.00000 4750.00| 85.00000 4250.00| 80.00000 4000.00 RIGHT-OF-WAY MARKERS | | | 0007 1030.00 646709.000 CY | 2.55000 1649107.95| 3.10000 2004797.90| 2.99000 1933659.91 EARTHWORK MEASURED IN EMBANKMENT | | | 0008 1041.00 140000.000 SY | 0.36000 50400.00| 0.55000 77000.00| 0.50000 70000.00 SALVAGING AND PLACING TOPSOIL | | | 0009 1090.00 4.000 EACH| 1076.00000 4304.00| 1250.00000 5000.00| 1000.00000 4000.00 ABANDON WELLS | | | 0010 1124.00 1.000 EACH| 800.00000 800.00| 50.00000 50.00| 50.00000 50.00 REMOVE BUILDING AT STA. 59+50 RT. | | | 0011 1125.00 1.000 EACH| 1500.00000 1500.00| 4500.00000 4500.00| 4500.00000 4500.00 CLEAR TRACT AT STA. 58+88 TO STA. 61+06 | | | RT. | | | 0012 1701.24 644.000 LF | 23.47000 15114.68| 18.00000 11592.00| 18.00000 11592.00 24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0013 4054.68 4500.000 LS | 17000.00000 17000.00| 35000.00000 35000.00| 15000.00000 15000.00 TEMPORARY SHORING AT STA. 68+66 RT. | | | 0014 L006.00 15.000 ACRE| 110.00000 1650.00| 85.00000 1275.00| 85.00000 1275.00 COVER CROP SEEDING | | | 0015 L006.50 2.000 ACRE| 161.00000 322.00| 1500.00000 3000.00| 1750.00000 3500.00 TEMPORARY SEEDING | | | 0016 L020.10 47500.000 SY | 1.46000 69350.00| 1.50000 71250.00| 1.60000 76000.00 EROSION CONTROL, TYPE HV | | | 0017 L021.06 45.000 BALE| 26.91000 1210.95| 25.00000 1125.00| 28.00000 1260.00 EROSION CHECKS, TYPE HV | | | 0018 L022.11 20050.000 LF | 2.69000 53934.50| 3.00000 60150.00| 3.50000 70175.00 FABRIC SILT FENCE-LOW POROSITY | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F07 -4 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 5082 COUNTIES : GARDEN LETTING DATE : 07/22/04 1:30 pm DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 1809 |( 3 ) 2283 |AMES CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |PERRETT CONSTRUCTION LTD. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 P300.36 125.000 LF | 50.00000 6250.00| 36.00000 4500.00| 36.00000 4500.00 36" CULVERT PIPE, TYPE 3,4 OR 5 | | | SECTION TOTALS | $ 2,053,958.93| $ 2,417,673.90| $ 2,323,695.91 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 1A MSE WALL | | | 0020 0030.10 LUMP| 15000.00000 15000.00| 53000.00000 53000.00| 35000.00000 35000.00 MOBILIZATION | | | 0021 4095.00 19325.000 SF | 18.52000 357899.00| 15.49000 299344.25| 19.95000 385533.75 CONCRETE FACE PANELS | | | 0022 4095.10 810.000 LF | 16.70000 13527.00| 10.64000 8618.40| 16.50000 13365.00 CONCRETE LEVELING PADS | | | 0023 4095.20 845.000 LF | 44.00000 37180.00| 60.70000 51291.50| 66.00000 55770.00 COPING | | | 0024 4350.24 640.000 LF | 15.60000 9984.00| 21.42000 13708.80| 24.00000 15360.00 24" CORRUGATED METAL PIPE | | | 0025 8024.75 13267.000 CY | 11.00000 145937.00| 16.13000 213996.71| 17.00000 225539.00 SELECT GRANULAR BACKFILL FOR MSE WALL | | | SECTION TOTALS | $ 579,527.00| $ 639,959.66| $ 730,567.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0026 0030.40 LUMP| 9000.00000 9000.00| 10500.00000 10500.00| 25000.00000 25000.00 MOBILIZATION | | | 0027 4050.01 36.000 CY | 28.00000 1008.00| 20.00000 720.00| 22.00000 792.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0028 4051.01 47.000 CY | 37.00000 1739.00| 20.00000 940.00| 22.00000 1034.00 EXCAVATION FOR BOX CULVERTS | | | 0029 4101.06 338.300 CY | 355.00000 120096.50| 310.00000 104873.00| 310.00000 104873.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0030 4151.00 33626.000 LB | 0.95000 31944.70| 0.54000 18158.04| 0.90000 30263.40 REINFORCING STEEL FOR BOX CULVERT | | | 0031 4310.24 4.000 EACH| 218.00000 872.00| 125.00000 500.00| 175.00000 700.00 24" FLARED-END SECTION | | | 0032 4310.36 8.000 EACH| 495.00000 3960.00| 250.00000 2000.00| 350.00000 2800.00 36" FLARED-END SECTION | | | 0033 4310.48 2.000 EACH| 718.00000 1436.00| 685.00000 1370.00| 800.00000 1600.00 48" FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F07 -5 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 5082 COUNTIES : GARDEN LETTING DATE : 07/22/04 1:30 pm DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 1809 |( 3 ) 2283 |AMES CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |PERRETT CONSTRUCTION LTD. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 P200.48 223.000 LF | 81.00000 18063.00| 89.00000 19847.00| 120.00000 26760.00 48" CULVERT PIPE, TYPE 2 OR 5 | | | 0035 P400.24 167.000 LF | 33.00000 5511.00| 43.50000 7264.50| 39.00000 6513.00 24" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0036 P400.36 505.000 LF | 55.00000 27775.00| 62.00000 31310.00| 70.00000 35350.00 36" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0037 P402.15 6.000 LF | 43.00000 258.00| 30.00000 180.00| 15.50000 93.00 15" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | SECTION TOTALS | $ 221,663.20| $ 197,662.54| $ 235,778.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | 0038 0030.50 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| 7500.00000 7500.00 MOBILIZATION | | | 0039 L001.01 12.000 ACRE| 560.00000 6720.00| 650.00000 7800.00| 850.00000 10200.00 SEEDING, TYPE A | | | 0040 L001.02 7.000 ACRE| 415.00000 2905.00| 525.00000 3675.00| 625.00000 4375.00 SEEDING, TYPE B | | | 0041 L020.07 5332.000 SY | 3.25000 17329.00| 4.00000 21328.00| 4.30000 22927.60 EROSION CONTROL, TYPE B-1 | | | 0042 L032.75 34.000 TON | 73.00000 2482.00| 110.00000 3740.00| 122.00000 4148.00 MULCH | | | SECTION TOTALS | $ 30,436.00| $ 41,543.00| $ 49,150.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 72+38.78 1-141.75' SPAN, WELDED PLATE GIRDER BRIDGE | | | 0043 0030.60 LUMP| | | MOBILIZATION | | | 0044 3050.15 274.400 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0045 3051.10 30120.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0046 6000.10 27.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0047 6000.11 27.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0048 6005.35 193.100 LF | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F07 -6 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 5082 COUNTIES : GARDEN LETTING DATE : 07/22/04 1:30 pm DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 1809 |( 3 ) 2283 |AMES CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |PERRETT CONSTRUCTION LTD. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 6005.78 5.000 EACH| | | EXPANSION BEARING, TFE TYPE | | | 0050 6005.83 5.000 EACH| | | FIXED BEARING | | | 0051 6010.22 546.600 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0052 6010.26 363.700 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0053 6071.11 173965.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 72+38.78 | | | 0054 6131.50 160950.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0055 6210.50 1300.000 LF | | | PIPE PILING | | | 0056 6251.50 560.000 LF | | | DRILLED SHAFT 42" | | | 0057 6404.16 196.000 LF | | | 6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0058 8091.00 570.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6A BRIDGE AT STA. 72+38.78 1-141.75' SPAN, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0059 0030.60 LUMP| 164000.00000 164000.00| 96000.00000 96000.00| 85000.00000 85000.00 MOBILIZATION | | | 0060 3050.15 274.500 CY | 210.00000 57645.00| 270.00000 74115.00| 300.00000 82350.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0061 3051.10 30120.000 LB | 0.85000 25602.00| 0.75000 22590.00| 0.86000 25903.20 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0062 6000.10 27.000 LS | 7000.00000 7000.00| 5000.00000 5000.00| 15000.00000 15000.00 ABUTMENT NO.1 EXCAVATION | | | 0063 6000.11 27.000 LS | 7000.00000 7000.00| 5000.00000 5000.00| 15000.00000 15000.00 ABUTMENT NO.2 EXCAVATION | | | 0064 6005.35 193.100 LF | 33.00000 6372.30| 75.00000 14482.50| 54.00000 10427.40 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0065 6005.78 5.000 EACH| 1300.00000 6500.00| 1200.00000 6000.00| 950.00000 4750.00 EXPANSION BEARING, TFE TYPE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F07 -7 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 5082 COUNTIES : GARDEN LETTING DATE : 07/22/04 1:30 pm DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 1809 |( 3 ) 2283 |AMES CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |PERRETT CONSTRUCTION LTD. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0066 6005.83 5.000 EACH| 700.00000 3500.00| 1200.00000 6000.00| 650.00000 3250.00 FIXED BEARING | | | 0067 6010.22 549.600 CY | 290.00000 159384.00| 465.00000 255564.00| 385.00000 211596.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0068 6010.26 420.500 CY | 315.00000 132457.50| 475.00000 199737.50| 395.00000 166097.50 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0069 6011.11 156.790 LS | 184000.00000 184000.00| 184264.00000 184264.00| 188000.00000 188000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 72+38.78 | | | 0070 6131.50 160595.000 LB | 0.96000 154171.20| 0.75000 120446.25| 0.86000 138111.70 EPOXY COATED REINFORCING STEEL | | | 0071 6210.50 1300.000 LF | 41.00000 53300.00| 65.00000 84500.00| 64.00000 83200.00 PIPE PILING | | | 0072 6251.50 560.000 LF | 230.00000 128800.00| 360.00000 201600.00| 265.00000 148400.00 DRILLED SHAFT 42" | | | 0073 6404.16 196.000 LF | 61.00000 11956.00| 75.00000 14700.00| 55.00000 10780.00 6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0074 8091.00 570.000 CY | 23.00000 13110.00| 40.00000 22800.00| 10.00000 5700.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,114,798.00| $ 1,312,799.25| $ 1,193,565.80 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 7 GUARDRAIL | | | 0075 0030.70 LUMP| 1800.00000 1800.00| 1750.00000 1750.00| 2500.00000 2500.00 MOBILIZATION | | | 0076 7011.20 406.250 LF | 25.37000 10306.56| 23.57000 9575.31| 25.00000 10156.25 W-BEAM GUARDRAIL | | | 0077 7020.00 4.000 EACH| 2500.00000 10000.00| 2365.00000 9460.00| 2500.00000 10000.00 BRIDGE APPROACH SECTIONS | | | 0078 7024.25 4.000 EACH| 2600.00000 10400.00| 2402.00000 9608.00| 2500.00000 10000.00 GUARDRAIL END TREATMENT, TYPE I | | | SECTION TOTALS | $ 32,506.56| $ 30,393.31| $ 32,656.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 8B ELECTRICAL | | | 0079 0030.81 LUMP| 5300.00000 5300.00| 959.00000 959.00| 2500.00000 2500.00 MOBILIZATION | | | 0080 A009.14 4.000 EACH| 3200.00000 12800.00| 1516.00000 6064.00| 1816.00000 7264.00 STREET LIGHTING UNIT, TYPE | | | SL-BT-40-12-0.25 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F07 -8 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 5082 COUNTIES : GARDEN LETTING DATE : 07/22/04 1:30 pm DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 1809 |( 3 ) 2283 |AMES CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |PERRETT CONSTRUCTION LTD. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 A020.10 2.000 EACH| 1345.00000 2690.00| 997.00000 1994.00| 1200.00000 2400.00 LIGHTING CONTROL CENTER, TYPE D | | | 0082 A070.10 510.000 LF | 3.77000 1922.70| 7.00000 3570.00| 7.70000 3927.00 1 1/2-INCH CONDUIT IN TRENCH | | | 0083 A072.10 157.000 LF | 19.38000 3042.66| 5.00000 785.00| 5.50000 863.50 1 1/2-INCH CONDUIT UNDER ROADWAY | | | 0084 A080.22 667.000 LF | 0.65000 433.55| 0.67000 446.89| 0.75000 500.25 STREET LIGHTING CABLE, NO. 6 BARE | | | 0085 A080.24 1334.000 LF | 0.65000 867.10| 0.80000 1067.20| 0.85000 1133.90 STREET LIGHTING CABLE, NO. 6 USE | | | SECTION TOTALS | $ 27,056.01| $ 14,886.09| $ 18,588.65 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 9 BITUMINOUS | | | 0086 0002.76 20500.000 LF | 0.16000 3280.00| 0.20000 4100.00| 0.12000 2460.00 PERMANENT PAVEMENT MARKING PAINT | | | 0087 0030.90 LUMP| 50000.00000 50000.00| 54000.00000 54000.00| 100000.00000 100000.00 MOBILIZATION | | | 0088 1020.03 130.000 EACH| 12.11000 1574.30| 13.50000 1755.00| 12.00000 1560.00 DELINEATOR, TYPE III | | | 0089 1020.20 52.000 EACH| 20.00000 1040.00| 18.00000 936.00| 18.50000 962.00 INSTALL CHEVRONS | | | 0090 2001.00 207.000 CY | 14.10000 2918.70| 12.00000 2484.00| 12.00000 2484.00 GRAVEL SURFACE COURSE | | | 0091 2009.10 6.846 STA | 53.00000 362.84| 100.00000 684.60| 125.00000 855.75 GRAVEL EMBEDMENT | | | 0092 2021.00 6.000 EACH| 54.00000 324.00| 50.00000 300.00| 55.00000 330.00 MAILBOX POST | | | 0093 4024.59 1.000 EACH| 2300.00000 2300.00| 2000.00000 2000.00| 2200.00000 2200.00 CONCRETE FLUME TYPE IV AT STA. 59+55 RT | | | 0094 4024.60 1.000 EACH| 2300.00000 2300.00| 2000.00000 2000.00| 2200.00000 2200.00 CONCRETE FLUME TYPE IV AT STA. 62+67 RT | | | 0095 4024.61 1.000 EACH| 2300.00000 2300.00| 2000.00000 2000.00| 2200.00000 2200.00 CONCRETE FLUME TYPE IV AT STA. 65+97 RT | | | 0096 4024.64 1.000 EACH| 2300.00000 2300.00| 2000.00000 2000.00| 2200.00000 2200.00 CONCRETE FLUME TYPE IV AT STA. 68+90 LT | | | 0097 4024.65 1.000 EACH| 2300.00000 2300.00| 2000.00000 2000.00| 2200.00000 2200.00 CONCRETE FLUME TYPE IV AT STA. 76+38 RT | | | 0098 4024.73 8.000 EACH| 2300.00000 18400.00| 2000.00000 16000.00| 2200.00000 17600.00 CONCRETE FLUME, TYPE IV | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F07 -9 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 5082 COUNTIES : GARDEN LETTING DATE : 07/22/04 1:30 pm DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 1809 |( 3 ) 2283 |AMES CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |PERRETT CONSTRUCTION LTD. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 7502.04 1150.000 LF | 2.21000 2541.50| 2.10000 2415.00| 2.25000 2587.50 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0100 7503.04 9700.000 LF | 2.21000 21437.00| 2.25000 21825.00| 2.25000 21825.00 4" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0101 7509.04 675.000 LF | 6.67000 4502.25| 7.25000 4893.75| 6.80000 4590.00 12" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0102 7530.48 1.000 EACH| 750.00000 750.00| 600.00000 600.00| 775.00000 775.00 RAILROAD CROSSING SYMBOL PREFORMED | | | PAVEMENT MARKING, TYPE 4 | | | 0103 8111.00 156.635 STA | 135.00000 21145.73| 125.75000 19696.85| 128.00000 20049.28 SHOULDER SUBGRADE PREPARATION | | | 0104 9000.75 200.000 TON | 15.07000 3014.00| 14.00000 2800.00| 14.80000 2960.00 ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SPS | | | 0105 9005.23 4820.000 TON | 17.33000 83530.60| 16.10000 77602.00| 17.00000 81940.00 ASPHALTIC CONCRETE, TYPE SPS | | | 0106 9005.45 21580.000 TON | 30.71000 662721.80| 28.53000 615677.40| 30.00000 647400.00 ASPHALTIC CONCRETE, TYPE SP4(0.5) | | | 0107 9009.00 2871.000 SY | 4.63000 13292.73| 4.30000 12345.30| 4.50000 12919.50 PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0108 9020.92 10.800 TON | 199.41000 2153.63| 185.25000 2000.70| 195.00000 2106.00 PERFORMANCE GRADED BINDER (58-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0109 9021.03 260.280 TON | 199.41000 51902.43| 185.25000 48216.87| 195.00000 50754.60 PERFORMANCE GRADED BINDER (58-28) | | | 0110 9021.08 1165.320 TON | 280.04000 326336.21| 260.15000 303158.00| 288.00000 335612.16 PERFORMANCE GRADED BINDER (64-28) | | | 0111 9030.00 4433.000 LF | 5.92000 26243.36| 5.50000 24381.50| 6.00000 26598.00 CONSTRUCTING ASPHALTIC CONCRETE CURB | | | 0112 9034.00 2871.000 SY | 2.69000 7722.99| 2.50000 7177.50| 2.60000 7464.60 PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0113 9053.00 5940.000 GAL | 1.35000 8019.00| 1.25000 7425.00| 1.30000 7722.00 TACK COAT | | | 0114 9111.00 224.000 MGAL| 9.69000 2170.56| 9.00000 2016.00| 9.00000 2016.00 WATER | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F07 -10 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 5082 COUNTIES : GARDEN LETTING DATE : 07/22/04 1:30 pm DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 1809 |( 3 ) 2283 |AMES CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |PERRETT CONSTRUCTION LTD. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 9170.00 107.235 STA | 86.00000 9222.21| 80.00000 8578.80| 85.00000 9114.98 EARTH SHOULDER CONSTRUCTION | | | 0116 9173.20 39644.000 SY | 0.81000 32111.64| 0.75000 29733.00| 0.78000 30922.32 SUBGRADE PREPARATION | | | 0117 9179.34 28202.000 SY | 2.80000 78965.60| 2.60000 73325.20| 2.85000 80375.70 COLD MILLING, CLASS 4 | | | 0118 9188.50 458.000 SY | 29.87000 13680.46| 27.75000 12709.50| 28.00000 12824.00 SURFACING UNDER GUARDRAIL | | | 0119 9300.52 1.240 LS | 2000.00000 2000.00| 2000.00000 2000.00| 2200.00000 2200.00 ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | 0120 P400.15 273.000 LF | 27.70000 7562.10| 45.00000 12285.00| 49.00000 13377.00 15" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0121 P402.15 733.000 LF | 24.35000 17848.55| 35.00000 25655.00| 38.00000 27854.00 15" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | SECTION TOTALS | $ 1,488,274.19| $ 1,406,776.97| $ 1,541,239.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 10 GENERAL ITEMS | | | 0122 0001.08 5976.000 BDAY| 0.50000 2988.00| 0.50000 2988.00| 0.50000 2988.00 BARRICADE, TYPE II | | | 0123 0001.10 11260.000 BDAY| 1.08000 12160.80| 1.85000 20831.00| 1.10000 12386.00 BARRICADE, TYPE III | | | 0124 0001.75 210.000 EACH| 4.31000 905.10| 3.50000 735.00| 4.40000 924.00 TEMPORARY SIGN DAY | | | 0125 0001.90 19716.000 EACH| 0.43000 8477.88| 0.40000 7886.40| 0.50000 9858.00 SIGN DAY | | | 0126 0001.99 4928.000 EACH| 1.08000 5322.24| 2.00000 9856.00| 1.10000 5420.80 CONTRACTOR FURNISHED SIGN DAY | | | 0127 0002.30 3000.000 LF | 0.54000 1620.00| 0.60000 1800.00| 0.55000 1650.00 PAVEMENT MARKING REMOVAL | | | 0128 0002.39 19050.000 LF | 0.86000 16383.00| 0.85000 16192.50| 0.88000 16764.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0129 0002.47 4900.000 LF | 0.81000 3969.00| 0.60000 2940.00| 0.80000 3920.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0130 0002.55 83.630 STA | 8.61000 720.05| 10.00000 836.30| 8.80000 735.94 OVERLAY BROKEN LINES | | | 0131 0002.60 127.260 STA | 8.61000 1095.71| 10.00000 1272.60| 8.80000 1119.89 OVERLAY SOLID LINES | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F07 -11 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 5082 COUNTIES : GARDEN LETTING DATE : 07/22/04 1:30 pm DISTRICT : 5 ==================================================================================================================================== |( 1 ) 2951 |( 2 ) 1809 |( 3 ) 2283 |AMES CONSTRUCTION, INC. |CAPITAL CONTRACTORS, INC. |PERRETT CONSTRUCTION LTD. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0132 0003.10 30.000 DAY | 320.00000 9600.00| 250.00000 7500.00| 250.00000 7500.00 FLAGGING | | | 0133 0003.50 312.500 LF | 44.00000 13750.00| 75.00000 23437.50| 295.00000 92187.50 CONCRETE PROTECTION BARRIER | | | 0134 0003.70 8.000 EACH| 400.00000 3200.00| 450.00000 3600.00| 400.00000 3200.00 TEMPORARY RUMBLE STRIP | | | 0135 0003.75 2.000 EACH| 14000.00000 28000.00| 17000.00000 34000.00| 18000.00000 36000.00 TEMPORARY TRAFFIC SIGNAL | | | 0136 0005.10 328.000 DAY | 86.00000 28208.00| 100.00000 32800.00| 85.00000 27880.00 TRAFFIC CONTROL MANAGEMENT | | | 0137 0010.04 1.000 EACH| 5800.00000 5800.00| 6000.00000 6000.00| 4500.00000 4500.00 FIELD OFFICE | | | 0138 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 TRAINING | | | 0139 0030.00 LUMP| 7800.00000 7800.00| 0.00000 0.00| 5500.00000 5500.00 MOBILIZATION | | | 0140 1017.00 1.584 LS | 54000.00000 54000.00| 50000.00000 50000.00| 40000.00000 40000.00 CONSTRUCTION STAKING AND SURVEYING | | | 0141 7019.64 1.000 EACH| 9400.00000 9400.00| 7900.00000 7900.00| 9000.00000 9000.00 TEMPORARY IMPACT ATTENUATOR | | | 0142 9110.01 100.000 HOUR| 84.00000 8400.00| 85.00000 8500.00| 85.00000 8500.00 RENTAL OF LOADER, FULLY OPERATED | | | 0143 9110.03 100.000 HOUR| 64.00000 6400.00| 55.00000 5500.00| 55.00000 5500.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0144 9110.07 100.000 HOUR| 44.00000 4400.00| 45.00000 4500.00| 45.00000 4500.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0145 9110.27 100.000 HOUR| 98.00000 9800.00| 85.00000 8500.00| 85.00000 8500.00 RENTAL OF CRAWLER MOUNTED HYDRAULIC | | | EXCAVATOR,FULLY OPERATED | | | 0146 L032.70 10.000 TON | 100.00000 1000.00| 120.00000 1200.00| 110.00000 1100.00 TEMPORARY MULCH | | | SECTION TOTALS | $ 244,199.78| $ 259,575.30| $ 310,434.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 5,792,419.67| $ 6,321,270.02| $ 6,435,676.88 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F07 -12 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 5082 COUNTIES : GARDEN LETTING DATE : 07/22/04 1:30 pm DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1816 |( ) |( ) |COMMERCIAL CONTRACTORS EQUI | | 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| 314600.00000 314600.00| | MOBILIZATION | | | 0002 1000.00 16.000 EACH| 150.00000 2400.00| | LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 55000.00000 55000.00| | GENERAL CLEARING AND GRUBBING | | | 0004 1010.01 645.000 CY | 3.10000 1999.50| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0005 1011.00 3538.000 MGAL| 8.00000 28304.00| | WATER | | | 0006 1012.00 50.000 EACH| 80.00000 4000.00| | RIGHT-OF-WAY MARKERS | | | 0007 1030.00 646709.000 CY | 3.98000 2573901.82| | EARTHWORK MEASURED IN EMBANKMENT | | | 0008 1041.00 140000.000 SY | 0.30000 42000.00| | SALVAGING AND PLACING TOPSOIL | | | 0009 1090.00 4.000 EACH| 1250.00000 5000.00| | ABANDON WELLS | | | 0010 1124.00 1.000 EACH| 1000.00000 1000.00| | REMOVE BUILDING AT STA. 59+50 RT. | | | 0011 1125.00 1.000 EACH| 5000.00000 5000.00| | CLEAR TRACT AT STA. 58+88 TO STA. 61+06 | | | RT. | | | 0012 1701.24 644.000 LF | 20.00000 12880.00| | 24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0013 4054.68 4500.000 LS | 15000.00000 15000.00| | TEMPORARY SHORING AT STA. 68+66 RT. | | | 0014 L006.00 15.000 ACRE| 100.00000 1500.00| | COVER CROP SEEDING | | | 0015 L006.50 2.000 ACRE| 600.00000 1200.00| | TEMPORARY SEEDING | | | 0016 L020.10 47500.000 SY | 1.50000 71250.00| | EROSION CONTROL, TYPE HV | | | 0017 L021.06 45.000 BALE| 20.00000 900.00| | EROSION CHECKS, TYPE HV | | | 0018 L022.11 20050.000 LF | 2.00000 40100.00| | FABRIC SILT FENCE-LOW POROSITY | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F07 -13 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 5082 COUNTIES : GARDEN LETTING DATE : 07/22/04 1:30 pm DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1816 |( ) |( ) |COMMERCIAL CONTRACTORS EQUI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 P300.36 125.000 LF | 40.00000 5000.00| | 36" CULVERT PIPE, TYPE 3,4 OR 5 | | | SECTION TOTALS | $ 3,181,035.32| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 1A MSE WALL | | | 0020 0030.10 LUMP| 38000.00000 38000.00| | MOBILIZATION | | | 0021 4095.00 19325.000 SF | 15.49000 299344.25| | CONCRETE FACE PANELS | | | 0022 4095.10 810.000 LF | 10.64000 8618.40| | CONCRETE LEVELING PADS | | | 0023 4095.20 845.000 LF | 60.74000 51325.30| | COPING | | | 0024 4350.24 640.000 LF | 21.42000 13708.80| | 24" CORRUGATED METAL PIPE | | | 0025 8024.75 13267.000 CY | 16.13000 213996.71| | SELECT GRANULAR BACKFILL FOR MSE WALL | | | SECTION TOTALS | $ 624,993.46| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0026 0030.40 LUMP| 10500.00000 10500.00| | MOBILIZATION | | | 0027 4050.01 36.000 CY | 20.00000 720.00| | EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0028 4051.01 47.000 CY | 20.00000 940.00| | EXCAVATION FOR BOX CULVERTS | | | 0029 4101.06 338.300 CY | 310.00000 104873.00| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0030 4151.00 33626.000 LB | 0.54000 18158.04| | REINFORCING STEEL FOR BOX CULVERT | | | 0031 4310.24 4.000 EACH| 125.00000 500.00| | 24" FLARED-END SECTION | | | 0032 4310.36 8.000 EACH| 250.00000 2000.00| | 36" FLARED-END SECTION | | | 0033 4310.48 2.000 EACH| 685.00000 1370.00| | 48" FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F07 -14 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 5082 COUNTIES : GARDEN LETTING DATE : 07/22/04 1:30 pm DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1816 |( ) |( ) |COMMERCIAL CONTRACTORS EQUI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 P200.48 223.000 LF | 89.00000 19847.00| | 48" CULVERT PIPE, TYPE 2 OR 5 | | | 0035 P400.24 167.000 LF | 43.50000 7264.50| | 24" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0036 P400.36 505.000 LF | 62.00000 31310.00| | 36" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0037 P402.15 6.000 LF | 30.00000 180.00| | 15" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | SECTION TOTALS | $ 197,662.54| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | 0038 0030.50 LUMP| 2500.00000 2500.00| | MOBILIZATION | | | 0039 L001.01 12.000 ACRE| 650.00000 7800.00| | SEEDING, TYPE A | | | 0040 L001.02 7.000 ACRE| 550.00000 3850.00| | SEEDING, TYPE B | | | 0041 L020.07 5332.000 SY | 3.25000 17329.00| | EROSION CONTROL, TYPE B-1 | | | 0042 L032.75 34.000 TON | 100.00000 3400.00| | MULCH | | | SECTION TOTALS | $ 34,879.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 72+38.78 1-141.75' SPAN, WELDED PLATE GIRDER BRIDGE | | | 0043 0030.60 LUMP| | | MOBILIZATION | | | 0044 3050.15 274.400 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0045 3051.10 30120.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0046 6000.10 27.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | 0047 6000.11 27.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0048 6005.35 193.100 LF | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F07 -15 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 5082 COUNTIES : GARDEN LETTING DATE : 07/22/04 1:30 pm DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1816 |( ) |( ) |COMMERCIAL CONTRACTORS EQUI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0049 6005.78 5.000 EACH| | | EXPANSION BEARING, TFE TYPE | | | 0050 6005.83 5.000 EACH| | | FIXED BEARING | | | 0051 6010.22 546.600 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0052 6010.26 363.700 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0053 6071.11 173965.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 72+38.78 | | | 0054 6131.50 160950.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0055 6210.50 1300.000 LF | | | PIPE PILING | | | 0056 6251.50 560.000 LF | | | DRILLED SHAFT 42" | | | 0057 6404.16 196.000 LF | | | 6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0058 8091.00 570.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6A BRIDGE AT STA. 72+38.78 1-141.75' SPAN, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0059 0030.60 LUMP| 73584.00000 73584.00| | MOBILIZATION | | | 0060 3050.15 274.500 CY | 250.30000 68707.35| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0061 3051.10 30120.000 LB | 0.95000 28614.00| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0062 6000.10 27.000 LS | 1232.00000 1232.00| | ABUTMENT NO.1 EXCAVATION | | | 0063 6000.11 27.000 LS | 1232.00000 1232.00| | ABUTMENT NO.2 EXCAVATION | | | 0064 6005.35 193.100 LF | 49.50000 9558.45| | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0065 6005.78 5.000 EACH| 1016.00000 5080.00| | EXPANSION BEARING, TFE TYPE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F07 -16 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 5082 COUNTIES : GARDEN LETTING DATE : 07/22/04 1:30 pm DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1816 |( ) |( ) |COMMERCIAL CONTRACTORS EQUI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0066 6005.83 5.000 EACH| 655.00000 3275.00| | FIXED BEARING | | | 0067 6010.22 549.600 CY | 432.50000 237702.00| | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0068 6010.26 420.500 CY | 398.00000 167359.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0069 6011.11 156.790 LS | 196000.00000 196000.00| | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 72+38.78 | | | 0070 6131.50 160595.000 LB | 0.88000 141323.60| | EPOXY COATED REINFORCING STEEL | | | 0071 6210.50 1300.000 LF | 44.00000 57200.00| | PIPE PILING | | | 0072 6251.50 560.000 LF | 387.00000 216720.00| | DRILLED SHAFT 42" | | | 0073 6404.16 196.000 LF | 59.00000 11564.00| | 6' PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0074 8091.00 570.000 CY | 20.00000 11400.00| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,230,551.40| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 7 GUARDRAIL | | | 0075 0030.70 LUMP| 1750.00000 1750.00| | MOBILIZATION | | | 0076 7011.20 406.250 LF | 23.57000 9575.31| | W-BEAM GUARDRAIL | | | 0077 7020.00 4.000 EACH| 2365.00000 9460.00| | BRIDGE APPROACH SECTIONS | | | 0078 7024.25 4.000 EACH| 2402.00000 9608.00| | GUARDRAIL END TREATMENT, TYPE I | | | SECTION TOTALS | $ 30,393.31| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 8B ELECTRICAL | | | 0079 0030.81 LUMP| 1326.00000 1326.00| | MOBILIZATION | | | 0080 A009.14 4.000 EACH| 1516.50000 6066.00| | STREET LIGHTING UNIT, TYPE | | | SL-BT-40-12-0.25 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F07 -17 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 5082 COUNTIES : GARDEN LETTING DATE : 07/22/04 1:30 pm DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1816 |( ) |( ) |COMMERCIAL CONTRACTORS EQUI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0081 A020.10 2.000 EACH| 997.00000 1994.00| | LIGHTING CONTROL CENTER, TYPE D | | | 0082 A070.10 510.000 LF | 7.00000 3570.00| | 1 1/2-INCH CONDUIT IN TRENCH | | | 0083 A072.10 157.000 LF | 5.00000 785.00| | 1 1/2-INCH CONDUIT UNDER ROADWAY | | | 0084 A080.22 667.000 LF | 0.67000 446.89| | STREET LIGHTING CABLE, NO. 6 BARE | | | 0085 A080.24 1334.000 LF | 0.80000 1067.20| | STREET LIGHTING CABLE, NO. 6 USE | | | SECTION TOTALS | $ 15,255.09| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 9 BITUMINOUS | | | 0086 0002.76 20500.000 LF | 0.30000 6150.00| | PERMANENT PAVEMENT MARKING PAINT | | | 0087 0030.90 LUMP| 54000.00000 54000.00| | MOBILIZATION | | | 0088 1020.03 130.000 EACH| 11.25000 1462.50| | DELINEATOR, TYPE III | | | 0089 1020.20 52.000 EACH| 17.50000 910.00| | INSTALL CHEVRONS | | | 0090 2001.00 207.000 CY | 15.00000 3105.00| | GRAVEL SURFACE COURSE | | | 0091 2009.10 6.846 STA | 100.00000 684.60| | GRAVEL EMBEDMENT | | | 0092 2021.00 6.000 EACH| 50.00000 300.00| | MAILBOX POST | | | 0093 4024.59 1.000 EACH| 1800.00000 1800.00| | CONCRETE FLUME TYPE IV AT STA. 59+55 RT | | | 0094 4024.60 1.000 EACH| 1800.00000 1800.00| | CONCRETE FLUME TYPE IV AT STA. 62+67 RT | | | 0095 4024.61 1.000 EACH| 1800.00000 1800.00| | CONCRETE FLUME TYPE IV AT STA. 65+97 RT | | | 0096 4024.64 1.000 EACH| 1800.00000 1800.00| | CONCRETE FLUME TYPE IV AT STA. 68+90 LT | | | 0097 4024.65 1.000 EACH| 1800.00000 1800.00| | CONCRETE FLUME TYPE IV AT STA. 76+38 RT | | | 0098 4024.73 8.000 EACH| 1800.00000 14400.00| | CONCRETE FLUME, TYPE IV | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F07 -18 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 5082 COUNTIES : GARDEN LETTING DATE : 07/22/04 1:30 pm DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1816 |( ) |( ) |COMMERCIAL CONTRACTORS EQUI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0099 7502.04 1150.000 LF | 2.05000 2357.50| | 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0100 7503.04 9700.000 LF | 2.05000 19885.00| | 4" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0101 7509.04 675.000 LF | 6.20000 4185.00| | 12" YELLOW PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0102 7530.48 1.000 EACH| 700.00000 700.00| | RAILROAD CROSSING SYMBOL PREFORMED | | | PAVEMENT MARKING, TYPE 4 | | | 0103 8111.00 156.635 STA | 125.75000 19696.85| | SHOULDER SUBGRADE PREPARATION | | | 0104 9000.75 200.000 TON | 14.00000 2800.00| | ASPHALTIC CONCRETE FOR STATE | | | MAINTENANCE PATCHING, TYPE SPS | | | 0105 9005.23 4820.000 TON | 16.10000 77602.00| | ASPHALTIC CONCRETE, TYPE SPS | | | 0106 9005.45 21580.000 TON | 28.53000 615677.40| | ASPHALTIC CONCRETE, TYPE SP4(0.5) | | | 0107 9009.00 2871.000 SY | 4.30000 12345.30| | PLACEMENT OF ASPHALTIC CONCRETE FOR | | | DRIVEWAYS AND INTERSECTIONS | | | 0108 9020.92 10.800 TON | 185.25000 2000.70| | PERFORMANCE GRADED BINDER (58-28) FOR | | | STATE MAINTENANCE PATCHING | | | 0109 9021.03 260.280 TON | 185.25000 48216.87| | PERFORMANCE GRADED BINDER (58-28) | | | 0110 9021.08 1165.320 TON | 260.15000 303158.00| | PERFORMANCE GRADED BINDER (64-28) | | | 0111 9030.00 4433.000 LF | 5.50000 24381.50| | CONSTRUCTING ASPHALTIC CONCRETE CURB | | | 0112 9034.00 2871.000 SY | 2.50000 7177.50| | PREPARATION OF INTERSECTIONS AND | | | DRIVEWAYS | | | 0113 9053.00 5940.000 GAL | 1.25000 7425.00| | TACK COAT | | | 0114 9111.00 224.000 MGAL| 9.00000 2016.00| | WATER | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F07 -19 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 5082 COUNTIES : GARDEN LETTING DATE : 07/22/04 1:30 pm DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1816 |( ) |( ) |COMMERCIAL CONTRACTORS EQUI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0115 9170.00 107.235 STA | 80.00000 8578.80| | EARTH SHOULDER CONSTRUCTION | | | 0116 9173.20 39644.000 SY | 0.75000 29733.00| | SUBGRADE PREPARATION | | | 0117 9179.34 28202.000 SY | 2.60000 73325.20| | COLD MILLING, CLASS 4 | | | 0118 9188.50 458.000 SY | 27.75000 12709.50| | SURFACING UNDER GUARDRAIL | | | 0119 9300.52 1.240 LS | 2000.00000 2000.00| | ASPHALT PAVEMENT SMOOTHNESS TESTING I/D | | | 0120 P400.15 273.000 LF | 40.00000 10920.00| | 15" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0121 P402.15 733.000 LF | 30.00000 21990.00| | 15" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | SECTION TOTALS | $ 1,398,893.22| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 10 GENERAL ITEMS | | | 0122 0001.08 5976.000 BDAY| 0.50000 2988.00| | BARRICADE, TYPE II | | | 0123 0001.10 11260.000 BDAY| 1.00000 11260.00| | BARRICADE, TYPE III | | | 0124 0001.75 210.000 EACH| 3.75000 787.50| | TEMPORARY SIGN DAY | | | 0125 0001.90 19716.000 EACH| 0.40000 7886.40| | SIGN DAY | | | 0126 0001.99 4928.000 EACH| 1.00000 4928.00| | CONTRACTOR FURNISHED SIGN DAY | | | 0127 0002.30 3000.000 LF | 0.50000 1500.00| | PAVEMENT MARKING REMOVAL | | | 0128 0002.39 19050.000 LF | 0.80000 15240.00| | TEMPORARY PAVEMENT MARKING, TYPE II | | | 0129 0002.47 4900.000 LF | 0.75000 3675.00| | TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0130 0002.55 83.630 STA | 8.00000 669.04| | OVERLAY BROKEN LINES | | | 0131 0002.60 127.260 STA | 8.00000 1018.08| | OVERLAY SOLID LINES | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/22/04 PAGE : F07 -20 TABULATION OF BIDS CALL ORDER : F07 CONTRACT ID : 5082 COUNTIES : GARDEN LETTING DATE : 07/22/04 1:30 pm DISTRICT : 5 ==================================================================================================================================== |( 4 ) 1816 |( ) |( ) |COMMERCIAL CONTRACTORS EQUI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0132 0003.10 30.000 DAY | 250.00000 7500.00| | FLAGGING | | | 0133 0003.50 312.500 LF | 35.00000 10937.50| | CONCRETE PROTECTION BARRIER | | | 0134 0003.70 8.000 EACH| 375.00000 3000.00| | TEMPORARY RUMBLE STRIP | | | 0135 0003.75 2.000 EACH| 17000.00000 34000.00| | TEMPORARY TRAFFIC SIGNAL | | | 0136 0005.10 328.000 DAY | 80.00000 26240.00| | TRAFFIC CONTROL MANAGEMENT | | | 0137 0010.04 1.000 EACH| 2500.00000 2500.00| | FIELD OFFICE | | | 0138 0020.00 1000.000 HOUR| 0.80000 800.00| | TRAINING | | | 0139 0030.00 LUMP| 5000.00000 5000.00| | MOBILIZATION | | | 0140 1017.00 1.584 LS | 50000.00000 50000.00| | CONSTRUCTION STAKING AND SURVEYING | | | 0141 7019.64 1.000 EACH| 7900.00000 7900.00| | TEMPORARY IMPACT ATTENUATOR | | | 0142 9110.01 100.000 HOUR| 80.00000 8000.00| | RENTAL OF LOADER, FULLY OPERATED | | | 0143 9110.03 100.000 HOUR| 50.00000 5000.00| | RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0144 9110.07 100.000 HOUR| 50.00000 5000.00| | RENTAL OF SKID LOADER, FULLY OPERATED | | | 0145 9110.27 100.000 HOUR| 125.00000 12500.00| | RENTAL OF CRAWLER MOUNTED HYDRAULIC | | | EXCAVATOR,FULLY OPERATED | | | 0146 L032.70 10.000 TON | 300.00000 3000.00| | TEMPORARY MULCH | | | SECTION TOTALS | $ 231,329.52| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 6,944,992.86| $ 0.00| $ ====================================================================================================================================
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