|
Contract Letting December 06, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/07/01
PAGE : 2
VENDOR RANKING
CALL ORDER : F04 CONTRACT ID : 1853X COUNTIES : LANCASTER
LETTING DATE : 12/06/01 DISTRICT : 1
PROJECT(S) : EACSTPD-EACBR-S55F(102)
CONTRACT DESCRIPTION :
ON S-55F, ROCA SPUR.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
0137 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE ACCEPTED IN
0137 THIS LETTING IS LIMITED TO 1.
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0880 CHRISTENSEN BROS., INC. $ 1,478,120.53 100.0000%
2 1809 CAPITAL CONTRACTORS, INC. $ 1,534,992.61 103.8475%
3 3312 PAVERS COMPANIES $ 1,543,000.00 104.3893%
4 0137 JUDDS BROS. CONSTRUCTION CO. $ 1,581,053.44 106.9637%
NEBRASKA DEPARTMENT OF ROADS DATE : 12/07/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 1853X COUNTIES : LANCASTER
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-EACBR-S55F(102)
====================================================================================================================================
|(1) 0880 |(2) 1809 |(3) 3312
|CHRISTENSEN BROS., INC. |CAPITAL CONTRACTORS, INC. |PAVERS COMPANIES
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 7.700 ha | 130.00000 1001.00| 123.50000 950.95| 145.00000 1116.50
COVER CROP SEEDING | | |
0002 L020.00 1542.000 m2 | 1.60000 2467.20| 1.50000 2313.00| 1.65000 2544.30
EROSION CONTROL | | |
0003 L020.01 2266.500 m2 | 6.20000 14052.30| 6.00000 13599.00| 5.95000 13485.68
EROSION CONTROL, TYPE A | | |
0004 L020.09 348.400 m2 | 12.00000 4180.80| 11.90000 4145.96| 11.20000 3902.08
EROSION CONTROL, TYPE AAA | | |
0005 L020.10 8773.300 m2 | 1.70000 14914.61| 1.60000 14037.28| 1.75000 15353.28
EROSION CONTROL, TYPE HV | | |
0006 L021.01 168.000 BALE| 14.50000 2436.00| 14.00000 2352.00| 23.00000 3864.00
EROSION CHECKS, TYPE A | | |
0007 L021.06 385.000 BALE| 13.50000 5197.50| 13.00000 5005.00| 19.50000 7507.50
EROSION CHECKS, TYPE HV | | |
0008 L021.15 84.000 BALE| 18.00000 1512.00| 17.00000 1428.00| 22.00000 1848.00
EROSION CHECKS, TYPE ST-HV | | |
0009 L022.11 388.500 m | 7.00000 2719.50| 6.56000 2548.56| 8.30000 3224.55
FABRIC SILT FENCE-LOW POROSITY | | |
0010 L022.12 163.500 m | 8.00000 1308.00| 7.54000 1232.79| 9.15000 1496.03
FABRIC SILT FENCE-HIGH POROSITY | | |
0011 0030.10 LUMP| 5000.00000 5000.00| 6000.00000 6000.00| 33000.00000 33000.00
MOBILIZATION | | |
0012 1009.00 LUMP| 6000.00000 6000.00| 5757.00000 5757.00| 27000.00000 27000.00
GENERAL CLEARING AND GRUBBING | | |
0013 1010.00 36749.000 m3 | 2.40000 88197.60| 2.30000 84522.70| 2.05000 75335.45
EXCAVATION | | |
0014 1011.00 920.000 kL | 3.00000 2760.00| 2.83000 2603.60| 2.75000 2530.00
WATER | | |
0015 1012.00 48.000 EACH| 62.00000 2976.00| 60.60000 2908.80| 60.00000 2880.00
RIGHT-OF-WAY MARKERS | | |
0016 1043.50 3456.000 m2 | 1.90000 6566.40| 1.81000 6255.36| 1.50000 5184.00
RIPRAP FILTER FABRIC | | |
0017 1060.03 3.000 EACH| 400.00000 1200.00| 391.78000 1175.34| 600.00000 1800.00
GABION, TYPE C | | |
0018 1060.06 3.000 EACH| 250.00000 750.00| 235.20000 705.60| 450.00000 1350.00
GABION, TYPE F | | |
0019 1101.00 8439.000 m2 | 3.70000 31224.30| 3.54000 29874.06| 3.00000 25317.00
REMOVE PAVEMENT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/07/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 1853X COUNTIES : LANCASTER
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-EACBR-S55F(102)
====================================================================================================================================
|(1) 0880 |(2) 1809 |(3) 3312
|CHRISTENSEN BROS., INC. |CAPITAL CONTRACTORS, INC. |PAVERS COMPANIES
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1102.00 43.000 m2 | 3.10000 133.30| 3.03000 130.29| 3.00000 129.00
REMOVE ASPHALT SURFACE | | |
0021 1143.00 41.000 m | 3.10000 127.10| 3.03000 124.23| 12.00000 492.00
REMOVE DRIVEWAY CULVERT PIPE | | |
0022 1405.00 41.000 m | 19.00000 779.00| 18.18000 745.38| 14.00000 574.00
RELAYING DRIVEWAY CULVERT PIPE | | |
0023 1701.24 139.800 m | 55.00000 7689.00| 53.53000 7483.49| 50.00000 6990.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0024 1701.48 33.000 m | 64.00000 2112.00| 62.62000 2066.46| 125.00000 4125.00
1200 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,| | |
4,5,6,7 OR 8 | | |
0025 6105.02 3324.000 Mg | 23.00000 76452.00| 22.16000 73659.84| 29.00000 96396.00
ROCK RIPRAP, TYPE B | | |
SECTION TOTALS | $ 281,755.61| $ 271,624.69| $ 337,444.37
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0026 P127.48 107.500 m | 454.00000 48805.00| 452.00000 48590.00| 475.00000 51062.50
1200 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 2 | | |
0027 P140.36 22.100 m | 135.00000 2983.50| 134.00000 2961.40| 141.00000 3116.10
900 mm CULVERT PIPE, TYPE 4 | | |
0028 P300.18 28.100 m | 83.00000 2332.30| 82.00000 2304.20| 86.00000 2416.60
450 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0029 P300.24 24.900 m | 89.00000 2216.10| 88.00000 2191.20| 92.00000 2290.80
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0030 P300.48 9.700 m | 150.00000 1455.00| 150.00000 1455.00| 158.00000 1532.60
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0031 P500.24 20.000 m | 100.00000 2000.00| 100.00000 2000.00| 105.00000 2100.00
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0032 0030.40 LUMP| 9000.00000 9000.00| 13800.00000 13800.00| 9200.00000 9200.00
MOBILIZATION | | |
0033 4004.50 290.000 kg | 2.20000 638.00| 2.20000 638.00| 2.30000 667.00
CAST IRON GRATE AND FRAME | | |
0034 4035.00 6.000 EACH| 100.00000 600.00| 100.00000 600.00| 105.00000 630.00
REMOVE FLARED-END SECTION | | |
0035 4040.00 2.000 EACH| 150.00000 300.00| 150.00000 300.00| 150.00000 300.00
REMOVE HEADWALLS FROM CULVERTS | | |
0036 4044.00 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2100.00000 2100.00
PREPARATION OF STRUCTURE AT STA. | | |
20+54.11 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/07/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 1853X COUNTIES : LANCASTER
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-EACBR-S55F(102)
====================================================================================================================================
|(1) 0880 |(2) 1809 |(3) 3312
|CHRISTENSEN BROS., INC. |CAPITAL CONTRACTORS, INC. |PAVERS COMPANIES
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0037 4044.01 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00| 2100.00000 2100.00
PREPARATION OF STRUCTURE AT STA. | | |
23+25.78 | | |
0038 4050.01 232.000 m3 | 58.00000 13456.00| 57.00000 13224.00| 60.00000 13920.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0039 4051.01 165.000 m3 | 51.00000 8415.00| 50.00000 8250.00| 53.00000 8745.00
EXCAVATION FOR BOX CULVERTS | | |
0040 4100.06 6.760 m3 | 800.00000 5408.00| 750.00000 5070.00| 790.00000 5340.40
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0041 4101.06 81.810 m3 | 430.00000 35178.30| 425.00000 34769.25| 445.00000 36405.45
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0042 4105.59 1.530 m3 | 800.00000 1224.00| 800.00000 1224.00| 840.00000 1285.20
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0043 4107.07 0.830 m3 | 430.00000 356.90| 425.00000 352.75| 450.00000 373.50
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0044 4150.00 563.000 kg | 2.20000 1238.60| 2.20000 1238.60| 2.30000 1294.90
REINFORCING STEEL FOR HEADWALL | | |
0045 4151.00 4075.000 kg | 1.30000 5297.50| 1.30000 5297.50| 1.35000 5501.25
REINFORCING STEEL FOR BOX CULVERT | | |
0046 4155.50 49.000 kg | 2.20000 107.80| 2.20000 107.80| 2.30000 112.70
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0047 4157.00 27.000 kg | 2.20000 59.40| 2.20000 59.40| 2.30000 62.10
REINFORCING STEEL FOR COLLARS | | |
0048 4310.18 2.000 EACH| 130.00000 260.00| 130.00000 260.00| 125.00000 250.00
450 mm FLARED-END SECTION | | |
0049 4310.24 4.000 EACH| 160.00000 640.00| 160.00000 640.00| 175.00000 700.00
600 mm FLARED-END SECTION | | |
0050 4310.48 2.000 EACH| 900.00000 1800.00| 850.00000 1700.00| 900.00000 1800.00
1200 mm FLARED-END SECTION | | |
0051 4764.54 1.000 m | 16.00000 16.00| 15.00000 15.00| 15.00000 15.00
100 mm PERFORATED P.V.C. PIPE UNDERDRAIN| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/07/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 1853X COUNTIES : LANCASTER
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-EACBR-S55F(102)
====================================================================================================================================
|(1) 0880 |(2) 1809 |(3) 3312
|CHRISTENSEN BROS., INC. |CAPITAL CONTRACTORS, INC. |PAVERS COMPANIES
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 147,787.40| $ 151,048.10| $ 153,321.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 5 SEEDING
| | |
0052 L001.01 5.500 ha | 1400.00000 7700.00| 1306.51000 7185.81| 1500.00000 8250.00
SEEDING, TYPE A | | |
0053 L001.02 2.200 ha | 1000.00000 2200.00| 966.51000 2126.32| 1150.00000 2530.00
SEEDING, TYPE B | | |
0054 L032.75 38.500 Mg | 80.00000 3080.00| 75.00000 2887.50| 71.00000 2733.50
MULCH | | |
0055 0030.50 LUMP| 50.00000 50.00| 1000.00000 1000.00| 800.00000 800.00
MOBILIZATION | | |
SECTION TOTALS | $ 13,030.00| $ 13,199.63| $ 14,313.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 46+12
1-14.6 M & 2-11.0 M CONT. CONC. SLAB W/ CONDUCTIVE CONC.
| | |
0056 0030.60 LUMP| 60000.00000 60000.00| 60000.00000 60000.00| 56700.00000 56700.00
MOBILIZATION | | |
0057 3050.15 126.200 m3 | 230.00000 29026.00| 325.00000 41015.00| 242.00000 30540.40
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0058 3051.10 9022.000 kg | 1.10000 9924.20| 1.20000 10826.40| 1.15000 10375.30
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0059 4095.20 53.000 m | 340.00000 18020.00| 300.00000 15900.00| 357.00000 18921.00
COPING | | |
0060 6000.10 20.000 LS | 5000.00000 5000.00| 20000.00000 20000.00| 5300.00000 5300.00
ABUTMENT NO.1 EXCAVATION | | |
0061 6000.11 20.000 LS | 5000.00000 5000.00| 20000.00000 20000.00| 5300.00000 5300.00
ABUTMENT NO.2 EXCAVATION | | |
0062 6001.50 14.000 LS | 12000.00000 12000.00| 35000.00000 35000.00| 12600.00000 12600.00
BENT NO.1 EXCAVATION | | |
0063 6001.51 11.000 LS | 12000.00000 12000.00| 35000.00000 35000.00| 12600.00000 12600.00
BENT NO.2 EXCAVATION | | |
0064 6008.45 311.800 m2 | 160.00000 49888.00| 75.00000 23385.00| 168.00000 52382.40
PLACING, FINISHING, AND CURING | | |
CONDUCTIVE CONCRETE | | |
0065 6010.22 139.000 m3 | 320.00000 44480.00| 410.00000 56990.00| 335.00000 46565.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/07/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 1853X COUNTIES : LANCASTER
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-EACBR-S55F(102)
====================================================================================================================================
|(1) 0880 |(2) 1809 |(3) 3312
|CHRISTENSEN BROS., INC. |CAPITAL CONTRACTORS, INC. |PAVERS COMPANIES
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0066 6010.26 179.600 m3 | 310.00000 55676.00| 425.00000 76330.00| 325.00000 58370.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0067 6010.35 31.200 m3 | 2200.00000 68640.00| 1100.00000 34320.00| 2310.00000 72072.00
CONDUCTIVE CONCRETE | | |
0068 6040.00 1.000 EACH| 45000.00000 45000.00| 87999.18000 87999.18| 36800.00000 36800.00
REMOVE STRUCTURE AT STA. 46+41 | | |
0069 6080.00 490.000 kg | 9.00000 4410.00| 7.00000 3430.00| 9.45000 4630.50
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0070 6131.50 35215.000 kg | 1.20000 42258.00| 1.25000 44018.75| 1.26000 44370.90
EPOXY COATED REINFORCING STEEL | | |
0071 6210.12 274.000 m | 70.00000 19180.00| 65.00000 17810.00| 74.00000 20276.00
HP 250 mm X 62 kg STEEL PILING | | |
0072 6251.40 19.200 m | 1600.00000 30720.00| 1000.00000 19200.00| 1680.00000 32256.00
ROCK SOCKET | | |
0073 6251.50 39.200 m | 1700.00000 66640.00| 1200.00000 47040.00| 1785.00000 69972.00
DRILLED SHAFT | | |
0074 6310.00 451.400 m2 | 130.00000 58682.00| 125.00000 56425.00| 137.00000 61841.80
STEEL SHEET PILING | | |
0075 8091.00 94.000 m3 | 32.00000 3008.00| 60.00000 5640.00| 34.00000 3196.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 639,552.20| $ 710,329.33| $ 655,069.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 7 GUARDRAIL
| | |
0076 0030.70 LUMP| 250.00000 250.00| 250.00000 250.00| 300.00000 300.00
MOBILIZATION | | |
0077 7011.20 15.200 m | 40.00000 608.00| 37.89000 575.93| 40.00000 608.00
W-BEAM GUARDRAIL | | |
0078 7020.00 4.000 EACH| 1200.00000 4800.00| 1118.50000 4474.00| 1175.00000 4700.00
BRIDGE APPROACH SECTIONS | | |
0079 7024.27 4.000 EACH| 1600.00000 6400.00| 1573.00000 6292.00| 1650.00000 6600.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 12,058.00| $ 11,591.93| $ 12,208.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 9 BITUMINOUS
| | |
0080 0002.55 64.920 StaM| 25.00000 1623.00| 13.50000 876.42| 26.00000 1687.92
OVERLAY BROKEN LINES | | |
0081 0002.60 64.920 StaM| 25.00000 1623.00| 25.00000 1623.00| 26.00000 1687.92
OVERLAY SOLID LINES | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/07/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 1853X COUNTIES : LANCASTER
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-EACBR-S55F(102)
====================================================================================================================================
|(1) 0880 |(2) 1809 |(3) 3312
|CHRISTENSEN BROS., INC. |CAPITAL CONTRACTORS, INC. |PAVERS COMPANIES
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0082 0030.90 LUMP| 25000.00000 25000.00| 25000.00000 25000.00| 11000.00000 11000.00
MOBILIZATION | | |
0083 1020.03 47.000 EACH| 14.00000 658.00| 15.00000 705.00| 14.00000 658.00
DELINEATOR, TYPE III | | |
0084 1020.20 16.000 EACH| 24.00000 384.00| 10.00000 160.00| 24.00000 384.00
INSTALL CHEVRONS | | |
0085 2001.03 58.000 Mg | 19.00000 1102.00| 18.51000 1073.58| 17.00000 986.00
GRAVEL SURFACE COURSE | | |
0086 2020.00 115.000 m2 | 9.00000 1035.00| 8.45000 971.75| 6.50000 747.50
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0087 2021.00 4.000 EACH| 50.00000 200.00| 10.00000 40.00| 50.00000 200.00
MAILBOX POST | | |
0088 9005.00 100.000 Mg | 38.00000 3800.00| 37.50000 3750.00| 55.00000 5500.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP1(12.5) | | |
0089 9005.25 7350.000 Mg | 25.50000 187425.00| 25.38000 186543.00| 22.73000 167065.50
ASPHALTIC CONCRETE, TYPE SP1(12.5) | | |
0090 9009.00 1116.000 m2 | 2.50000 2790.00| 2.39000 2667.24| 2.75000 3069.00
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0091 9021.01 402.300 Mg | 170.00000 68391.00| 165.00000 66379.50| 176.00000 70804.80
PERFORMANCE GRADED BINDER (64-22) | | |
0092 9034.00 1116.000 m2 | 1.05000 1171.80| 1.00000 1116.00| 2.50000 2790.00
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0093 9053.00 17530.000 L | 0.25000 4382.50| 0.24000 4207.20| 0.39000 6836.70
TACK COAT | | |
0094 9111.00 332.000 kL | 2.90000 962.80| 2.83000 939.56| 2.75000 913.00
WATER | | |
0095 9170.00 63.582 StaM| 210.00000 13352.22| 200.89000 12772.99| 275.00000 17485.05
EARTH SHOULDER CONSTRUCTION | | |
0096 9173.00 11.782 StaM| 700.00000 8247.40| 686.11000 8083.75| 715.00000 8424.13
SUBGRADE PREPARATION | | |
0097 9188.50 242.000 m2 | 17.50000 4235.00| 17.39000 4208.38| 20.25000 4900.50
SURFACING UNDER GUARDRAIL | | |
0098 9300.50 3.540 LS | 1200.00000 1200.00| 1200.00000 1200.00| 5500.00000 5500.00
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/07/01
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 1853X COUNTIES : LANCASTER
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-EACBR-S55F(102)
====================================================================================================================================
|(1) 0880 |(2) 1809 |(3) 3312
|CHRISTENSEN BROS., INC. |CAPITAL CONTRACTORS, INC. |PAVERS COMPANIES
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 327,582.72| $ 322,317.37| $ 310,640.02
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 10 GENERAL ITEMS
| | |
0099 0001.10 5184.000 BDAY| 1.50000 7776.00| 1.58000 8190.72| 1.60000 8294.40
BARRICADE, TYPE III | | |
0100 0001.30 1296.000 LDAY| 1.10000 1425.60| 0.79000 1023.84| 1.00000 1296.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0101 0001.90 3456.000 EACH| 0.50000 1728.00| 0.75000 2592.00| 0.42000 1451.52
SIGN DAY | | |
0102 0010.04 1.000 EACH| 3000.00000 3000.00| 6000.00000 6000.00| 1700.00000 1700.00
FIELD OFFICE | | |
0103 0030.00 LUMP| 2000.00000 2000.00| 1000.00000 1000.00| 5461.79000 5461.79
MOBILIZATION | | |
0104 1017.00 3.283 LS | 34000.00000 34000.00| 25000.00000 25000.00| 34900.00000 34900.00
CONSTRUCTION STAKING AND SURVEYING | | |
0105 9110.01 35.000 HOUR| 65.00000 2275.00| 100.00000 3500.00| 65.00000 2275.00
RENTAL OF LOADER, FULLY OPERATED | | |
0106 9110.02 20.000 HOUR| 50.00000 1000.00| 125.00000 2500.00| 65.00000 1300.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0107 9110.03 35.000 HOUR| 45.00000 1575.00| 70.00000 2450.00| 50.00000 1750.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0108 9110.07 35.000 HOUR| 45.00000 1575.00| 75.00000 2625.00| 45.00000 1575.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 56,354.60| $ 54,881.56| $ 60,003.71
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,478,120.53| $ 1,534,992.61| $ 1,543,000.00
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 12/07/01
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 1853X COUNTIES : LANCASTER
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-EACBR-S55F(102)
====================================================================================================================================
|(4) 0137 | |
|JUDDS BROS. CONSTRUCTION CO.| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 7.700 ha | 123.50000 950.95| |
COVER CROP SEEDING | | |
0002 L020.00 1542.000 m2 | 1.50000 2313.00| |
EROSION CONTROL | | |
0003 L020.01 2266.500 m2 | 6.00000 13599.00| |
EROSION CONTROL, TYPE A | | |
0004 L020.09 348.400 m2 | 11.90000 4145.96| |
EROSION CONTROL, TYPE AAA | | |
0005 L020.10 8773.300 m2 | 1.60000 14037.28| |
EROSION CONTROL, TYPE HV | | |
0006 L021.01 168.000 BALE| 14.00000 2352.00| |
EROSION CHECKS, TYPE A | | |
0007 L021.06 385.000 BALE| 13.00000 5005.00| |
EROSION CHECKS, TYPE HV | | |
0008 L021.15 84.000 BALE| 17.00000 1428.00| |
EROSION CHECKS, TYPE ST-HV | | |
0009 L022.11 388.500 m | 6.56000 2548.56| |
FABRIC SILT FENCE-LOW POROSITY | | |
0010 L022.12 163.500 m | 7.54000 1232.79| |
FABRIC SILT FENCE-HIGH POROSITY | | |
0011 0030.10 LUMP| 12650.00000 12650.00| |
MOBILIZATION | | |
0012 1009.00 LUMP| 4000.00000 4000.00| |
GENERAL CLEARING AND GRUBBING | | |
0013 1010.00 36749.000 m3 | 1.75000 64310.75| |
EXCAVATION | | |
0014 1011.00 920.000 kL | 2.00000 1840.00| |
WATER | | |
0015 1012.00 48.000 EACH| 55.00000 2640.00| |
RIGHT-OF-WAY MARKERS | | |
0016 1043.50 3456.000 m2 | 2.00000 6912.00| |
RIPRAP FILTER FABRIC | | |
0017 1060.03 3.000 EACH| 250.00000 750.00| |
GABION, TYPE C | | |
0018 1060.06 3.000 EACH| 150.00000 450.00| |
GABION, TYPE F | | |
0019 1101.00 8439.000 m2 | 3.50000 29536.50| |
REMOVE PAVEMENT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/07/01
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 1853X COUNTIES : LANCASTER
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-EACBR-S55F(102)
====================================================================================================================================
|(4) 0137 | |
|JUDDS BROS. CONSTRUCTION CO.| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1102.00 43.000 m2 | 3.00000 129.00| |
REMOVE ASPHALT SURFACE | | |
0021 1143.00 41.000 m | 12.00000 492.00| |
REMOVE DRIVEWAY CULVERT PIPE | | |
0022 1405.00 41.000 m | 15.00000 615.00| |
RELAYING DRIVEWAY CULVERT PIPE | | |
0023 1701.24 139.800 m | 42.61000 5956.88| |
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0024 1701.48 33.000 m | 125.00000 4125.00| |
1200 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,| | |
4,5,6,7 OR 8 | | |
0025 6105.02 3324.000 Mg | 24.75000 82269.00| |
ROCK RIPRAP, TYPE B | | |
SECTION TOTALS | $ 264,288.67| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0026 P127.48 107.500 m | 452.00000 48590.00| |
1200 mm ROUND EQUIVALENT CULVERT PIPE, | | |
TYPE 2 | | |
0027 P140.36 22.100 m | 134.00000 2961.40| |
900 mm CULVERT PIPE, TYPE 4 | | |
0028 P300.18 28.100 m | 82.00000 2304.20| |
450 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0029 P300.24 24.900 m | 88.00000 2191.20| |
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0030 P300.48 9.700 m | 150.00000 1455.00| |
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0031 P500.24 20.000 m | 100.00000 2000.00| |
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0032 0030.40 LUMP| 10000.00000 10000.00| |
MOBILIZATION | | |
0033 4004.50 290.000 kg | 2.20000 638.00| |
CAST IRON GRATE AND FRAME | | |
0034 4035.00 6.000 EACH| 100.00000 600.00| |
REMOVE FLARED-END SECTION | | |
0035 4040.00 2.000 EACH| 150.00000 300.00| |
REMOVE HEADWALLS FROM CULVERTS | | |
0036 4044.00 1.000 EACH| 2000.00000 2000.00| |
PREPARATION OF STRUCTURE AT STA. | | |
20+54.11 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/07/01
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 1853X COUNTIES : LANCASTER
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-EACBR-S55F(102)
====================================================================================================================================
|(4) 0137 | |
|JUDDS BROS. CONSTRUCTION CO.| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0037 4044.01 1.000 EACH| 2000.00000 2000.00| |
PREPARATION OF STRUCTURE AT STA. | | |
23+25.78 | | |
0038 4050.01 232.000 m3 | 57.00000 13224.00| |
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0039 4051.01 165.000 m3 | 50.00000 8250.00| |
EXCAVATION FOR BOX CULVERTS | | |
0040 4100.06 6.760 m3 | 750.00000 5070.00| |
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0041 4101.06 81.810 m3 | 425.00000 34769.25| |
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0042 4105.59 1.530 m3 | 800.00000 1224.00| |
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0043 4107.07 0.830 m3 | 425.00000 352.75| |
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0044 4150.00 563.000 kg | 2.20000 1238.60| |
REINFORCING STEEL FOR HEADWALL | | |
0045 4151.00 4075.000 kg | 1.30000 5297.50| |
REINFORCING STEEL FOR BOX CULVERT | | |
0046 4155.50 49.000 kg | 2.20000 107.80| |
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0047 4157.00 27.000 kg | 2.20000 59.40| |
REINFORCING STEEL FOR COLLARS | | |
0048 4310.18 2.000 EACH| 275.00000 550.00| |
450 mm FLARED-END SECTION | | |
0049 4310.24 4.000 EACH| 250.00000 1000.00| |
600 mm FLARED-END SECTION | | |
0050 4310.48 2.000 EACH| 700.00000 1400.00| |
1200 mm FLARED-END SECTION | | |
0051 4764.54 1.000 m | 25.00000 25.00| |
100 mm PERFORATED P.V.C. PIPE UNDERDRAIN| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/07/01
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 1853X COUNTIES : LANCASTER
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-EACBR-S55F(102)
====================================================================================================================================
|(4) 0137 | |
|JUDDS BROS. CONSTRUCTION CO.| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 147,608.10| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 5 SEEDING
| | |
0052 L001.01 5.500 ha | 1306.51000 7185.81| |
SEEDING, TYPE A | | |
0053 L001.02 2.200 ha | 966.51000 2126.32| |
SEEDING, TYPE B | | |
0054 L032.75 38.500 Mg | 75.00000 2887.50| |
MULCH | | |
0055 0030.50 LUMP| 500.00000 500.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 12,699.63| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 46+12
1-14.6 M & 2-11.0 M CONT. CONC. SLAB W/ CONDUCTIVE CONC.
| | |
0056 0030.60 LUMP| 29000.00000 29000.00| |
MOBILIZATION | | |
0057 3050.15 126.200 m3 | 320.00000 40384.00| |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0058 3051.10 9022.000 kg | 2.00000 18044.00| |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0059 4095.20 53.000 m | 850.00000 45050.00| |
COPING | | |
0060 6000.10 20.000 LS | 4700.00000 4700.00| |
ABUTMENT NO.1 EXCAVATION | | |
0061 6000.11 20.000 LS | 4700.00000 4700.00| |
ABUTMENT NO.2 EXCAVATION | | |
0062 6001.50 14.000 LS | 7100.00000 7100.00| |
BENT NO.1 EXCAVATION | | |
0063 6001.51 11.000 LS | 7100.00000 7100.00| |
BENT NO.2 EXCAVATION | | |
0064 6008.45 311.800 m2 | 200.00000 62360.00| |
PLACING, FINISHING, AND CURING | | |
CONDUCTIVE CONCRETE | | |
0065 6010.22 139.000 m3 | 1200.00000 166800.00| |
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/07/01
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 1853X COUNTIES : LANCASTER
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-EACBR-S55F(102)
====================================================================================================================================
|(4) 0137 | |
|JUDDS BROS. CONSTRUCTION CO.| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0066 6010.26 179.600 m3 | 950.00000 170620.00| |
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0067 6010.35 31.200 m3 | 900.00000 28080.00| |
CONDUCTIVE CONCRETE | | |
0068 6040.00 1.000 EACH| 12500.00000 12500.00| |
REMOVE STRUCTURE AT STA. 46+41 | | |
0069 6080.00 490.000 kg | 4.10000 2009.00| |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0070 6131.50 35215.000 kg | 0.75000 26411.25| |
EPOXY COATED REINFORCING STEEL | | |
0071 6210.12 274.000 m | 65.00000 17810.00| |
HP 250 mm X 62 kg STEEL PILING | | |
0072 6251.40 19.200 m | 1300.00000 24960.00| |
ROCK SOCKET | | |
0073 6251.50 39.200 m | 1250.00000 49000.00| |
DRILLED SHAFT | | |
0074 6310.00 451.400 m2 | 115.00000 51911.00| |
STEEL SHEET PILING | | |
0075 8091.00 94.000 m3 | 55.00000 5170.00| |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 773,709.25| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 7 GUARDRAIL
| | |
0076 0030.70 LUMP| 650.00000 650.00| |
MOBILIZATION | | |
0077 7011.20 15.200 m | 37.89000 575.93| |
W-BEAM GUARDRAIL | | |
0078 7020.00 4.000 EACH| 1118.50000 4474.00| |
BRIDGE APPROACH SECTIONS | | |
0079 7024.27 4.000 EACH| 1573.00000 6292.00| |
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 11,991.93| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 9 BITUMINOUS
| | |
0080 0002.55 64.920 StaM| 24.00000 1558.08| |
OVERLAY BROKEN LINES | | |
0081 0002.60 64.920 StaM| 24.00000 1558.08| |
OVERLAY SOLID LINES | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/07/01
PAGE : 15
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 1853X COUNTIES : LANCASTER
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-EACBR-S55F(102)
====================================================================================================================================
|(4) 0137 | |
|JUDDS BROS. CONSTRUCTION CO.| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0082 0030.90 LUMP| 15500.00000 15500.00| |
MOBILIZATION | | |
0083 1020.03 47.000 EACH| 13.00000 611.00| |
DELINEATOR, TYPE III | | |
0084 1020.20 16.000 EACH| 23.00000 368.00| |
INSTALL CHEVRONS | | |
0085 2001.03 58.000 Mg | 20.00000 1160.00| |
GRAVEL SURFACE COURSE | | |
0086 2020.00 115.000 m2 | 10.00000 1150.00| |
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0087 2021.00 4.000 EACH| 50.00000 200.00| |
MAILBOX POST | | |
0088 9005.00 100.000 Mg | 49.00000 4900.00| |
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP1(12.5) | | |
0089 9005.25 7350.000 Mg | 24.00000 176400.00| |
ASPHALTIC CONCRETE, TYPE SP1(12.5) | | |
0090 9009.00 1116.000 m2 | 4.65000 5189.40| |
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0091 9021.01 402.300 Mg | 167.00000 67184.10| |
PERFORMANCE GRADED BINDER (64-22) | | |
0092 9034.00 1116.000 m2 | 2.40000 2678.40| |
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0093 9053.00 17530.000 L | 0.25000 4382.50| |
TACK COAT | | |
0094 9111.00 332.000 kL | 3.00000 996.00| |
WATER | | |
0095 9170.00 63.582 StaM| 250.00000 15895.50| |
EARTH SHOULDER CONSTRUCTION | | |
0096 9173.00 11.782 StaM| 1600.00000 18851.20| |
SUBGRADE PREPARATION | | |
0097 9188.50 242.000 m2 | 17.50000 4235.00| |
SURFACING UNDER GUARDRAIL | | |
0098 9300.50 3.540 LS | 750.00000 750.00| |
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/07/01
PAGE : 16
TABULATION OF BIDS
CALL ORDER : F04 CONTRACT ID : 1853X COUNTIES : LANCASTER
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-EACBR-S55F(102)
====================================================================================================================================
|(4) 0137 | |
|JUDDS BROS. CONSTRUCTION CO.| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 323,567.26| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 10 GENERAL ITEMS
| | |
0099 0001.10 5184.000 BDAY| 1.25000 6480.00| |
BARRICADE, TYPE III | | |
0100 0001.30 1296.000 LDAY| 0.95000 1231.20| |
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0101 0001.90 3456.000 EACH| 0.40000 1382.40| |
SIGN DAY | | |
0102 0010.04 1.000 EACH| 4900.00000 4900.00| |
FIELD OFFICE | | |
0103 0030.00 LUMP| 200.00000 200.00| |
MOBILIZATION | | |
0104 1017.00 3.283 LS | 25000.00000 25000.00| |
CONSTRUCTION STAKING AND SURVEYING | | |
0105 9110.01 35.000 HOUR| 75.00000 2625.00| |
RENTAL OF LOADER, FULLY OPERATED | | |
0106 9110.02 20.000 HOUR| 90.00000 1800.00| |
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0107 9110.03 35.000 HOUR| 52.00000 1820.00| |
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0108 9110.07 35.000 HOUR| 50.00000 1750.00| |
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 47,188.60| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,581,053.44| |
====================================================================================================================================