|
Contract Letting February 07, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F02 CONTRACT ID : 1032X COUNTIES : OTOE
LETTING DATE : 02/07/02 DISTRICT : 1
PROJECT(S) : BRO-7066(23)
CONTRACT DESCRIPTION :
ON A COUNTY ROAD SOUTHEAST OF NEBRASKA CITY.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
1742 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED
1742 IN THIS LETTING IS LIMITED TO $1,100,000.
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0462 L. J. WEBB CONTRACTOR, INC. $ 461,072.34 100.0000%
2 1742 HERBST CONSTRUCTION, INC. $ 497,520.59 107.9051%
3 0880 CHRISTENSEN BROS., INC. $ 511,357.66 110.9061%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1032X COUNTIES : OTOE
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-7066(23)
====================================================================================================================================
|(1) 0462 |(2) 1742 |(3) 0880
|WEBB CONTRACTOR, INC./L. J. |HERBST CONSTRUCTION, INC. |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 L006.00 3.500 ha | 123.50000 432.25| 123.50000 432.25| 125.00000 437.50
COVER CROP SEEDING | | |
0002 0030.10 LUMP| 2000.00000 2000.00| 2000.00000 2000.00| 3000.00000 3000.00
MOBILIZATION | | |
0003 1000.00 100.000 EACH| 85.00000 8500.00| 85.00000 8500.00| 40.00000 4000.00
LARGE TREE REMOVAL | | |
0004 1009.00 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 6000.00000 6000.00
GENERAL CLEARING AND GRUBBING | | |
0005 1010.01 22178.000 m3 | 1.25000 27722.50| 1.25000 27722.50| 1.55000 34375.90
EXCAVATION (ESTABLISHED QUANTITY) | | |
0006 1011.00 540.000 kL | 1.50000 810.00| 1.50000 810.00| 1.55000 837.00
WATER | | |
0007 1101.00 134.000 m2 | 3.42000 458.28| 3.42000 458.28| 5.00000 670.00
REMOVE PAVEMENT | | |
0008 1300.30 16.000 m | 60.00000 960.00| 60.00000 960.00| 68.00000 1088.00
750 mm DRIVEWAY CULVERT PIPE | | |
0009 1300.36 27.000 m | 75.00000 2025.00| 75.00000 2025.00| 82.00000 2214.00
900 mm DRIVEWAY CULVERT PIPE | | |
0010 1300.48 14.000 m | 120.50000 1687.00| 120.50000 1687.00| 155.00000 2170.00
1200 mm DRIVEWAY CULVERT PIPE | | |
SECTION TOTALS | $ 47,095.03| $ 47,095.03| $ 54,792.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0011 L001.01 3.500 ha | 1283.50000 4492.25| 1596.00000 5586.00| 1300.00000 4550.00
SEEDING, TYPE A | | |
0012 L032.75 17.500 Mg | 75.00000 1312.50| 95.00000 1662.50| 80.00000 1400.00
MULCH | | |
0013 0030.30 LUMP| 3900.00000 3900.00| 2150.00000 2150.00| 3600.00000 3600.00
MOBILIZATION | | |
0014 2009.51 6.703 StaM| 375.00000 2513.63| 375.00000 2513.63| 500.00000 3351.50
CRUSHED ROCK EMBEDMENT | | |
0015 2010.03 372.000 Mg | 15.07000 5606.04| 15.07000 5606.04| 18.00000 6696.00
CRUSHED ROCK SURFACE COURSE | | |
0016 3008.05 34.000 EACH| 7.50000 255.00| 9.00000 306.00| 8.00000 272.00
TIE BARS | | |
0017 3070.12 0.452 m3 | 325.00000 146.90| 616.00000 278.43| 330.00000 149.16
CONCRETE FOR HEADERS, CLASS 47B-25 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1032X COUNTIES : OTOE
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-7066(23)
====================================================================================================================================
|(1) 0462 |(2) 1742 |(3) 0880
|WEBB CONTRACTOR, INC./L. J. |HERBST CONSTRUCTION, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 3075.31 354.000 m2 | 43.50000 15399.00| 41.20000 14584.80| 44.00000 15576.00
205 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0019 8029.04 354.000 m2 | 12.50000 4425.00| 14.20000 5026.80| 13.00000 4602.00
AGGREGATE FOUNDATION COURSE 100 mm | | |
SECTION TOTALS | $ 38,050.32| $ 37,714.20| $ 40,196.66
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0020 0030.40 LUMP| 500.00000 500.00| 6700.00000 6700.00| 1000.00000 1000.00
MOBILIZATION | | |
0021 4035.25 4.000 EACH| 120.00000 480.00| 205.00000 820.00| 160.00000 640.00
REMOVE AND SALVAGE FLARED-END SECTION | | |
0022 4043.00 43.100 m | 40.00000 1724.00| 43.00000 1853.30| 33.00000 1422.30
REMOVE CULVERT PIPE | | |
0023 4050.01 560.000 m3 | 15.00000 8400.00| 12.85000 7196.00| 5.00000 2800.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0024 4300.30 40.700 m | 89.00000 3622.30| 139.75000 5687.83| 80.00000 3256.00
750 mm CULVERT PIPE | | |
0025 4300.36 52.300 m | 102.00000 5334.60| 151.65000 7931.30| 100.00000 5230.00
900 mm CULVERT PIPE | | |
0026 4300.42 20.800 m | 139.00000 2891.20| 210.65000 4381.52| 160.00000 3328.00
1050 mm CULVERT PIPE | | |
0027 4300.48 23.300 m | 148.00000 3448.40| 232.25000 5411.43| 205.00000 4776.50
1200 mm CULVERT PIPE | | |
0028 4310.30 2.000 EACH| 300.00000 600.00| 363.30000 726.60| 310.00000 620.00
750 mm FLARED-END SECTION | | |
0029 4310.36 3.000 EACH| 400.00000 1200.00| 462.25000 1386.75| 410.00000 1230.00
900 mm FLARED-END SECTION | | |
0030 4310.42 1.000 EACH| 650.00000 650.00| 784.90000 784.90| 800.00000 800.00
1050 mm FLARED-END SECTION | | |
0031 4310.48 1.000 EACH| 750.00000 750.00| 946.15000 946.15| 820.00000 820.00
1200 mm FLARED-END SECTION | | |
0032 4350.96 37.700 m | 508.00000 19151.60| 590.45000 22259.97| 630.00000 23751.00
2400 mm CORRUGATED METAL PIPE | | |
SECTION TOTALS | $ 48,752.10| $ 66,085.75| $ 49,673.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 24+80
2-9.145 m & 1-12.19 m CONTINUOUS SLAB BRIDGE
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1032X COUNTIES : OTOE
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-7066(23)
====================================================================================================================================
|(1) 0462 |(2) 1742 |(3) 0880
|WEBB CONTRACTOR, INC./L. J. |HERBST CONSTRUCTION, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0033 0030.60 LUMP| 24000.00000 24000.00| 40000.00000 40000.00| 34000.00000 34000.00
MOBILIZATION | | |
0034 1043.50 1347.000 m2 | 3.00000 4041.00| 2.25000 3030.75| 2.00000 2694.00
RIPRAP FILTER FABRIC | | |
0035 6000.10 129.000 LS | 2000.00000 2000.00| 5000.00000 5000.00| 7000.00000 7000.00
ABUTMENT NO.1 EXCAVATION | | |
0036 6000.11 114.000 LS | 2000.00000 2000.00| 5000.00000 5000.00| 7000.00000 7000.00
ABUTMENT NO.2 EXCAVATION | | |
0037 6001.50 1.000 LS | 6000.00000 6000.00| 6000.00000 6000.00| 18000.00000 18000.00
BENT NO.1 EXCAVATION | | |
0038 6001.51 0.500 LS | 6000.00000 6000.00| 8000.00000 8000.00| 18000.00000 18000.00
BENT NO.2 EXCAVATION | | |
0039 6010.22 214.000 m3 | 366.22000 78371.08| 366.00000 78324.00| 370.00000 79180.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0040 6010.26 139.300 m3 | 392.39000 54659.93| 392.00000 54605.60| 340.00000 47362.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0041 6020.00 22575.000 kg | 1.19000 26864.25| 1.10000 24832.50| 1.20000 27090.00
REINFORCING STEEL FOR BRIDGE | | |
0042 6040.00 1.000 EACH| 8000.00000 8000.00| 18000.00000 18000.00| 14000.00000 14000.00
REMOVE STRUCTURE AT STA. 24+76 | | |
0043 6080.00 1740.000 kg | 6.09000 10596.60| 4.70000 8178.00| 6.00000 10440.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0044 6105.02 1244.000 Mg | 25.35000 31535.40| 27.00000 33588.00| 32.00000 39808.00
ROCK RIPRAP, TYPE B | | |
0045 6210.12 642.600 m | 72.18000 46382.87| 55.00000 35343.00| 70.00000 44982.00
HP 250 mm X 62 kg STEEL PILING | | |
SECTION TOTALS | $ 300,451.13| $ 319,901.85| $ 349,556.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 7 GUARDRAIL
| | |
0046 0030.70 LUMP| 200.00000 200.00| 200.00000 200.00| 200.00000 200.00
MOBILIZATION | | |
0047 7020.00 4.000 EACH| 950.00000 3800.00| 950.00000 3800.00| 1000.00000 4000.00
BRIDGE APPROACH SECTIONS | | |
0048 7021.45 4.000 EACH| 950.00000 3800.00| 950.00000 3800.00| 1000.00000 4000.00
BREAKAWAY CABLE TERMINAL | | |
SECTION TOTALS | $ 7,800.00| $ 7,800.00| $ 8,200.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1032X COUNTIES : OTOE
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 1
PROJECT(S) : BRO-7066(23)
====================================================================================================================================
|(1) 0462 |(2) 1742 |(3) 0880
|WEBB CONTRACTOR, INC./L. J. |HERBST CONSTRUCTION, INC. |CHRISTENSEN BROS., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0049 0001.10 21316.000 BDAY| 0.53000 11297.48| 0.53000 11297.48| 0.30000 6394.80
BARRICADE, TYPE III | | |
0050 0001.30 292.000 LDAY| 2.10000 613.20| 2.10000 613.20| 2.20000 642.40
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0051 0001.90 2336.000 EACH| 0.53000 1238.08| 0.53000 1238.08| 0.60000 1401.60
SIGN DAY | | |
0052 0030.00 LUMP| 5775.00000 5775.00| 5775.00000 5775.00| 500.00000 500.00
MOBILIZATION | | |
SECTION TOTALS | $ 18,923.76| $ 18,923.76| $ 8,938.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 461,072.34| $ 497,520.59| $ 511,357.66
====================================================================================================================================