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Last Updated: 01/30/2004

January 29, 2004 Contract Letting


       
NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : 2 VENDOR RANKING CALL ORDER : F03 CONTRACT ID : 1537 COUNTIES : OTOE LETTING DATE : 01/29/04 DISTRICT : 1 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7066(34) ON A COUNTY ROAD SOUTHEAST OF LORTON -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 1816 COMMERCIAL CONTRACTORS EQUIPMENT, INC. $ 301,563.45 100.0000% 2 0774 DIXON CONSTRUCTION CO. $ 316,682.00 105.0134% 3 2860 COMMERCIAL CONSTRUCTION, INC. $ 338,225.81 112.1574% 4 1613 M. E. COLLINS CONTRACTING COMPANY, INC. $ 404,459.94 134.1210% NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F03 -3 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1537 COUNTIES : OTOE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 1816 |( 2 ) 0774 |( 3 ) 2860 |COMMERCIAL CONTRACTORS EQUI |DIXON CONSTRUCTION CO. |COMMERCIAL CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 8000.00000 8000.00| 10000.00000 10000.00| 32500.00000 32500.00 MOBILIZATION | | | 0002 1000.00 5.000 EACH| 135.00000 675.00| 200.00000 1000.00| 250.00000 1250.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 11500.00000 11500.00| 5000.00000 5000.00| 12000.00000 12000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 88.000 MGAL| 8.00000 704.00| 8.00000 704.00| 8.00000 704.00 WATER | | | 0005 1030.00 33898.000 CY | 1.80000 61016.40| 2.25000 76270.50| 2.45000 83050.10 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1041.00 8960.000 SY | 0.40000 3584.00| 1.90000 17024.00| 0.50000 4480.00 SALVAGING AND PLACING TOPSOIL | | | 0007 1043.50 915.000 SY | 1.65000 1509.75| 2.30000 2104.50| 1.65000 1509.75 RIPRAP FILTER FABRIC | | | 0008 2009.51 15.600 STA | 150.00000 2340.00| 80.00000 1248.00| 90.00000 1404.00 CRUSHED ROCK EMBEDMENT | | | 0009 2010.03 386.000 TON | 14.00000 5404.00| 20.00000 7720.00| 14.00000 5404.00 CRUSHED ROCK SURFACE COURSE | | | 0010 6105.03 1610.000 TON | 23.00000 37030.00| 25.00000 40250.00| 20.00000 32200.00 ROCK RIPRAP, TYPE C | | | 0011 L001.01 3.000 ACRE| 645.00000 1935.00| 585.00000 1755.00| 585.00000 1755.00 SEEDING, TYPE A | | | 0012 L001.03 2.000 ACRE| 700.00000 1400.00| 639.00000 1278.00| 639.00000 1278.00 SEEDING, TYPE C | | | 0013 L006.00 5.000 ACRE| 60.00000 300.00| 50.00000 250.00| 50.00000 250.00 COVER CROP SEEDING | | | 0014 L032.75 11.000 TON | 70.00000 770.00| 60.00000 660.00| 60.00000 660.00 MULCH | | | SECTION TOTALS | $ 136,168.15| $ 165,264.00| $ 178,444.85 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0015 0030.40 LUMP| 6500.00000 6500.00| 20000.00000 20000.00| 7342.00000 7342.00 MOBILIZATION | | | 0016 4005.00 345.000 LB | 2.25000 776.25| 2.00000 690.00| 2.19000 755.55 CAST IRON RING AND COVER | | | 0017 4016.00 1.000 EACH| 5000.00000 5000.00| 2450.00000 2450.00| 4100.00000 4100.00 MANHOLE AT STA. 16+00 - 42' RT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F03 -4 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1537 COUNTIES : OTOE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 1 ) 1816 |( 2 ) 0774 |( 3 ) 2860 |COMMERCIAL CONTRACTORS EQUI |DIXON CONSTRUCTION CO. |COMMERCIAL CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 4050.01 450.000 CY | 8.00000 3600.00| 5.00000 2250.00| 9.49000 4270.50 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0019 4090.10 1.000 EACH| 1000.00000 1000.00| 1300.00000 1300.00| 1093.00000 1093.00 PLUG VALVE | | | 0020 4101.06 92.500 CY | 459.46000 42500.05| 500.00000 46250.00| 440.00000 40700.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0021 4151.00 12450.000 LB | 0.90000 11205.00| 1.00000 12450.00| 0.90000 11205.00 REINFORCING STEEL FOR BOX CULVERT | | | 0022 4350.96 140.000 LF | 369.50000 51730.00| 232.50000 32550.00| 317.00000 44380.00 96" CORRUGATED METAL PIPE | | | 0023 4764.54 360.000 LF | 20.00000 7200.00| 8.00000 2880.00| 7.76000 2793.60 4" PERFORATED P.V.C. PIPE UNDERDRAIN | | | 0024 4764.78 575.000 LF | 13.00000 7475.00| 7.00000 4025.00| 21.12000 12144.00 8" P.V.C. SEWER PIPE | | | 0025 4764.82 80.000 LF | 47.00000 3760.00| 26.00000 2080.00| 37.43000 2994.40 12" P.V.C. SEWER PIPE | | | 0026 6040.00 1.000 EACH| 6250.00000 6250.00| 10000.00000 10000.00| 6000.00000 6000.00 REMOVE STRUCTURE AT STA. 15+55.31 | | | 0027 6310.00 384.000 SF | 24.00000 9216.00| 12.00000 4608.00| 25.52000 9799.68 STEEL SHEET PILING | | | 0028 8091.00 173.000 CY | 23.00000 3979.00| 25.00000 4325.00| 35.51000 6143.23 GRANULAR BACKFILL | | | SECTION TOTALS | $ 160,191.30| $ 145,858.00| $ 153,720.96 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 10 GENERAL ITEMS | | | 0029 0001.10 1080.000 BDAY| 1.55000 1674.00| 1.50000 1620.00| 1.50000 1620.00 BARRICADE, TYPE III | | | 0030 0001.90 1440.000 EACH| 0.75000 1080.00| 0.70000 1008.00| 0.70000 1008.00 SIGN DAY | | | 0031 0001.99 360.000 EACH| 1.25000 450.00| 1.20000 432.00| 1.20000 432.00 CONTRACTOR FURNISHED SIGN DAY | | | 0032 0010.04 1.000 EACH| 1500.00000 1500.00| 1000.00000 1000.00| 2500.00000 2500.00 FIELD OFFICE | | | 0033 0030.10 LUMP| 500.00000 500.00| 1500.00000 1500.00| 500.00000 500.00 MOBILIZATION | | | SECTION TOTALS | $ 5,204.00| $ 5,560.00| $ 6,060.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 301,563.45| $ 316,682.00| $ 338,225.81 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F03 -5 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1537 COUNTIES : OTOE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1613 |( ) |( ) |COLLINS CONTRACTING COMPANY | | 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| 11607.33000 11607.33| | MOBILIZATION | | | 0002 1000.00 5.000 EACH| 157.07000 785.35| | LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 5759.41000 5759.41| | GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 88.000 MGAL| 8.00000 704.00| | WATER | | | 0005 1030.00 33898.000 CY | 1.10000 37287.80| | EARTHWORK MEASURED IN EMBANKMENT | | | 0006 1041.00 8960.000 SY | 0.68000 6092.80| | SALVAGING AND PLACING TOPSOIL | | | 0007 1043.50 915.000 SY | 2.62000 2397.30| | RIPRAP FILTER FABRIC | | | 0008 2009.51 15.600 STA | 141.37000 2205.37| | CRUSHED ROCK EMBEDMENT | | | 0009 2010.03 386.000 TON | 20.42000 7882.12| | CRUSHED ROCK SURFACE COURSE | | | 0010 6105.03 1610.000 TON | 26.18000 42149.80| | ROCK RIPRAP, TYPE C | | | 0011 L001.01 3.000 ACRE| 612.59000 1837.77| | SEEDING, TYPE A | | | 0012 L001.03 2.000 ACRE| 669.14000 1338.28| | SEEDING, TYPE C | | | 0013 L006.00 5.000 ACRE| 52.36000 261.80| | COVER CROP SEEDING | | | 0014 L032.75 11.000 TON | 62.83000 691.13| | MULCH | | | SECTION TOTALS | $ 121,000.26| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 4 CULVERTS | | | 0015 0030.40 LUMP| 27032.12000 27032.12| | MOBILIZATION | | | 0016 4005.00 345.000 LB | 2.23000 769.35| | CAST IRON RING AND COVER | | | 0017 4016.00 1.000 EACH| 5550.53000 5550.53| | MANHOLE AT STA. 16+00 - 42' RT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 01/29/04 PAGE : F03 -6 TABULATION OF BIDS CALL ORDER : F03 CONTRACT ID : 1537 COUNTIES : OTOE LETTING DATE : 01/29/04 1:30 PM DISTRICT : 1 ==================================================================================================================================== |( 4 ) 1613 |( ) |( ) |COLLINS CONTRACTING COMPANY | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0018 4050.01 450.000 CY | 24.94000 11223.00| | EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0019 4090.10 1.000 EACH| 2225.84000 2225.84| | PLUG VALVE | | | 0020 4101.06 92.500 CY | 644.98000 59660.65| | CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0021 4151.00 12450.000 LB | 1.40000 17430.00| | REINFORCING STEEL FOR BOX CULVERT | | | 0022 4350.96 140.000 LF | 556.77000 77947.80| | 96" CORRUGATED METAL PIPE | | | 0023 4764.54 360.000 LF | 10.89000 3920.40| | 4" PERFORATED P.V.C. PIPE UNDERDRAIN | | | 0024 4764.78 575.000 LF | 17.04000 9798.00| | 8" P.V.C. SEWER PIPE | | | 0025 4764.82 80.000 LF | 41.38000 3310.40| | 12" P.V.C. SEWER PIPE | | | 0026 6040.00 1.000 EACH| 37216.50000 37216.50| | REMOVE STRUCTURE AT STA. 15+55.31 | | | 0027 6310.00 384.000 SF | 24.93000 9573.12| | STEEL SHEET PILING | | | 0028 8091.00 173.000 CY | 58.32000 10089.36| | GRANULAR BACKFILL | | | SECTION TOTALS | $ 275,747.07| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 10 GENERAL ITEMS | | | 0029 0001.10 1080.000 BDAY| 1.31000 1414.80| | BARRICADE, TYPE III | | | 0030 0001.90 1440.000 EACH| 0.52000 748.80| | SIGN DAY | | | 0031 0001.99 360.000 EACH| 1.05000 378.00| | CONTRACTOR FURNISHED SIGN DAY | | | 0032 0010.04 1.000 EACH| 4909.22000 4909.22| | FIELD OFFICE | | | 0033 0030.10 LUMP| 261.79000 261.79| | MOBILIZATION | | | SECTION TOTALS | $ 7,712.61| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 404,459.94| $ 0.00| $ ====================================================================================================================================

 

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