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Last Updated:
09/10/2002
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September 05, 2002 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 2 VENDOR RANKING CALL ORDER : F11 CONTRACT ID : 5826A COUNTIES : SCOTTS BLUFF LETTING DATE : 09/05/02 DISTRICT : 5 PROJECT(S) : EACNH-26-1(155) CONTRACT DESCRIPTION : ON US-26, SCOTTSBLUFF - MINATARE IRRIGATION STRUCTURES. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0462 L. J. WEBB CONTRACTOR, INC. $ 334,843.30 100.0000% 2 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 335,181.93 100.1011% 3 2126 CEMENT PRODUCTS, INC. $ 504,096.71 150.5470% NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 3 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 5826A COUNTIES : SCOTTS BLUFF LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 5 PROJECT(S) : EACNH-26-1(155) ==================================================================================================================================== |(1) 0462 |(2) 2853 |(3) 2126 |WEBB CONTRACTOR, INC./L. J. |SIMON CONTRACTORS AND SUBSID|CEMENT PRODUCTS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 4 CULVERT | | | 0001 0030.40 LUMP| 12000.00000 12000.00| 13136.66000 13136.66| 50000.00000 50000.00 MOBILIZATION | | | 0002 1009.00 LUMP| 1000.00000 1000.00| 2583.35000 2583.35| 10000.00000 10000.00 GENERAL CLEARING AND GRUBBING | | | 0003 1030.00 3404.000 m3 | 5.23000 17802.92| 8.07000 27470.28| 22.00000 74888.00 EARTHWORK MEASURED IN EMBANKMENT | | | 0004 1123.00 263.000 m2 | 4.70000 1236.10| 3.52000 925.76| 15.00000 3945.00 REMOVE CONCRETE DITCH LINER | | | 0005 4020.12 59.700 m | 180.00000 10746.00| 68.91000 4113.93| 165.00000 9850.50 CONCRETE DITCH LINING - 1.8 m | | | 0006 4040.00 12.000 EACH| 160.00000 1920.00| 464.82000 5577.84| 300.00000 3600.00 REMOVE HEADWALLS FROM CULVERTS | | | 0007 4044.00 1.000 EACH| 1500.00000 1500.00| 2041.45000 2041.45| 2500.00000 2500.00 PREPARATION OF STRUCTURE AT STA. | | | 162+36.19 | | | 0008 4044.01 1.000 EACH| 1400.00000 1400.00| 2041.45000 2041.45| 2500.00000 2500.00 PREPARATION OF STRUCTURE AT STA. | | | 164+02.05 | | | 0009 4044.02 1.000 EACH| 1500.00000 1500.00| 2768.26000 2768.26| 5000.00000 5000.00 PREPARATION OF STRUCTURE AT STA. | | | 3199+69.21 | | | 0010 4050.01 674.000 m3 | 15.70000 10581.80| 9.15000 6167.10| 22.00000 14828.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | | AND HEADWALLS | | | 0011 4051.01 587.000 m3 | 15.70000 9215.90| 21.02000 12338.74| 22.00000 12914.00 EXCAVATION FOR BOX CULVERTS | | | 0012 4100.06 12.500 m3 | 1046.00000 13075.00| 975.54000 12194.25| 1307.20000 16340.00 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | HEADWALL | | | 0013 4101.06 201.250 m3 | 380.00000 76475.00| 350.10000 70457.63| 392.38000 78966.48 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0014 4107.07 3.800 m3 | 785.00000 2983.00| 1181.54000 4489.85| 1500.00000 5700.00 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | CONCRETE COLLARS | | | 0015 4130.06 0.320 m3 | 785.00000 251.20| 4989.35000 1596.59| 1000.00000 320.00 CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE | | | CULVERT PLUG | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 4 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 5826A COUNTIES : SCOTTS BLUFF LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 5 PROJECT(S) : EACNH-26-1(155) ==================================================================================================================================== |(1) 0462 |(2) 2853 |(3) 2126 |WEBB CONTRACTOR, INC./L. J. |SIMON CONTRACTORS AND SUBSID|CEMENT PRODUCTS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0016 4150.00 560.000 kg | 2.20000 1232.00| 2.03000 1136.80| 1.40000 784.00 REINFORCING STEEL FOR HEADWALL | | | 0017 4151.00 14505.000 kg | 1.32000 19146.60| 1.42000 20597.10| 1.40000 20307.00 REINFORCING STEEL FOR BOX CULVERT | | | 0018 4157.00 159.000 kg | 2.20000 349.80| 2.50000 397.50| 1.40000 222.60 REINFORCING STEEL FOR COLLARS | | | 0019 4350.24 31.100 m | 65.60000 2040.16| 103.24000 3210.76| 130.00000 4043.00 600 mm CORRUGATED METAL PIPE | | | 0020 4450.24 116.300 m | 210.00000 24423.00| 141.21000 16422.72| 246.09000 28620.27 600 mm REINFORCED CONCRETE PIPE | | | 0021 4450.36 76.700 m | 311.00000 23853.70| 198.48000 15223.42| 270.00000 20709.00 900 mm REINFORCED CONCRETE PIPE | | | 0022 4450.48 26.400 m | 443.00000 11695.20| 276.57000 7301.45| 360.00000 9504.00 1200 mm REINFORCED CONCRETE PIPE | | | 0023 4460.48 1.000 EACH| 1500.00000 1500.00| 1219.85000 1219.85| 900.00000 900.00 1200 mm CONCRETE FLARED-END SECTION | | | SECTION TOTALS | $ 245,927.38| $ 233,412.74| $ 376,441.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4A CULVERT AT STA. 119+26.34 TWIN 3.7 m X 1.5 m REINFORCED CONCRETE BOX CULVERT | | | 0024 0030.40 LUMP| 4000.00000 4000.00| 2917.90000 2917.90| 10000.00000 10000.00 MOBILIZATION | | | 0025 4041.00 1.000 EACH| 2000.00000 2000.00| 3729.11000 3729.11| 12000.00000 12000.00 CULVERT CLEANOUT AT STA. 119+26.34 | | | 0026 4044.03 1.000 EACH| 2000.00000 2000.00| 2768.26000 2768.26| 5000.00000 5000.00 PREPARATION OF STRUCTURE AT STA. | | | 119+26.34 | | | 0027 4051.01 148.000 m3 | 15.70000 2323.60| 18.76000 2776.48| 22.00000 3256.00 EXCAVATION FOR BOX CULVERTS | | | 0028 4101.06 132.900 m3 | 360.00000 47844.00| 373.11000 49586.32| 392.78000 52200.46 CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | | CULVERT | | | 0029 4151.00 8751.000 kg | 1.32000 11551.32| 1.77000 15489.27| 1.40000 12251.40 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 69,718.92| $ 77,267.34| $ 94,707.86 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 10 GENERAL ITEMS | | | 0030 0001.10 2290.000 BDAY| 2.00000 4580.00| 2.89000 6618.10| 2.00000 4580.00 BARRICADE, TYPE III | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/02 PAGE : 5 TABULATION OF BIDS CALL ORDER : F11 CONTRACT ID : 5826A COUNTIES : SCOTTS BLUFF LETTING DATE : 09/05/02 1:30 P.M. DISTRICT : 5 PROJECT(S) : EACNH-26-1(155) ==================================================================================================================================== |(1) 0462 |(2) 2853 |(3) 2126 |WEBB CONTRACTOR, INC./L. J. |SIMON CONTRACTORS AND SUBSID|CEMENT PRODUCTS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0031 0001.90 4734.000 EACH| 0.50000 2367.00| 0.82000 3881.88| 0.50000 2367.00 SIGN DAY | | | 0032 0003.10 50.000 DAY | 175.00000 8750.00| 189.23000 9461.50| 260.00000 13000.00 FLAGGING | | | 0033 0010.04 1.000 EACH| 2000.00000 2000.00| 3078.09000 3078.09| 4000.00000 4000.00 FIELD OFFICE | | | 0034 0030.00 LUMP| 1500.00000 1500.00| 1462.28000 1462.28| 9000.00000 9000.00 MOBILIZATION | | | SECTION TOTALS | $ 19,197.00| $ 24,501.85| $ 32,947.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 334,843.30| $ 335,181.93| $ 504,096.71 ====================================================================================================================================
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