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11/17/2003
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November 13, 2003
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : 2 VENDOR RANKING CALL ORDER : F39 CONTRACT ID : 8693 COUNTIES : BOYD LETTING DATE : 11/13/03 DISTRICT : 8 CONTRACT DESCRIPTION : PROJECT(S) : BRO-7008(7) ON A COUNTY ROAD NORTHWEST OF SPENCER. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 1742 THE NUMBER OF GROUP 6 CONTRACTS WHICH WILL BE 1742 ACCEPTED IN THIS LETTING IS LIMITED TO 3. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0463 GRAVES CONSTRUCTION CO., INC. $ 474,950.50 100.0000% 2 0810 ELK HORN CONSTRUCTION CO. $ 493,919.60 103.9939% 3 2283 PERRETT CONSTRUCTION, LTD. $ 538,375.55 113.3540% 4 0013 THE DIAMOND ENGINEERING COMPANY $ 542,194.93 114.1582% 5 0880 CHRISTENSEN BROS., INC. $ 556,489.90 117.1680% 6 1742 HERBST CONSTRUCTION, INC. $ 573,453.55 120.7396% 7 2853 SIMON CONTRACTORS AND SUBSIDIARIES $ 590,862.61 124.4051% NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F39 -3 TABULATION OF BIDS CALL ORDER : F39 CONTRACT ID : 8693 COUNTIES : BOYD LETTING DATE : 11/13/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 1 ) 0463 |( 2 ) 0810 |( 3 ) 2283 |GRAVES CONSTRUCTION CO., IN |ELK HORN CONSTRUCTION CO. |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| 5000.00000 5000.00| 5000.00000 5000.00| 2500.00000 2500.00 MOBILIZATION | | | 0002 1000.00 1.000 EACH| 300.00000 300.00| 150.00000 150.00| 200.00000 200.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 1000.00000 1000.00| 4000.00000 4000.00| 750.00000 750.00 GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 905.000 kL | 2.00000 1810.00| 2.00000 1810.00| 2.00000 1810.00 WATER | | | 0005 1030.00 8618.000 m3 | 5.00000 43090.00| 4.00000 34472.00| 3.85000 33179.30 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 2009.51 2.730 StaM| 350.00000 955.50| 450.00000 1228.50| 250.00000 682.50 CRUSHED ROCK EMBEDMENT | | | 0007 2010.00 156.000 m3 | 30.00000 4680.00| 25.00000 3900.00| 35.00000 5460.00 CRUSHED ROCK SURFACE COURSE | | | 0008 4043.00 19.200 m | 35.00000 672.00| 15.00000 288.00| 12.00000 230.40 REMOVE CULVERT PIPE | | | 0009 4050.01 138.000 m3 | 10.50000 1449.00| 10.00000 1380.00| 8.00000 1104.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0010 4300.24 64.500 m | 45.00000 2902.50| 58.00000 3741.00| 88.00000 5676.00 600 mm CULVERT PIPE | | | 0011 4300.48 14.600 m | 125.00000 1825.00| 204.00000 2978.40| 215.00000 3139.00 1200 mm CULVERT PIPE | | | 0012 4310.24 4.000 EACH| 150.00000 600.00| 250.00000 1000.00| 225.00000 900.00 600 mm FLARED-END SECTION | | | 0013 4310.48 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 1000.00000 1000.00 1200 mm FLARED-END SECTION | | | 0014 L006.00 1.400 ha | 400.00000 560.00| 300.00000 420.00| 250.00000 350.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 65,344.00| $ 60,867.90| $ 56,981.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6 BRIDGE AT STA. 35+18 2-15.66 & 1-19.58 M SPAN P/S CONCRETE I-TEE GIRDER BRIDGE | | | 0015 0030.60 LUMP| 25000.00000 25000.00| 40000.00000 40000.00| 30000.00000 30000.00 MOBILIZATION | | | 0016 1043.50 1143.000 m2 | 2.40000 2743.20| 2.50000 2857.50| 4.00000 4572.00 RIPRAP FILTER FABRIC | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F39 -4 TABULATION OF BIDS CALL ORDER : F39 CONTRACT ID : 8693 COUNTIES : BOYD LETTING DATE : 11/13/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 1 ) 0463 |( 2 ) 0810 |( 3 ) 2283 |GRAVES CONSTRUCTION CO., IN |ELK HORN CONSTRUCTION CO. |PERRETT CONSTRUCTION LTD. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 6000.10 55.000 LS | 4000.00000 4000.00| 4000.00000 4000.00| 7500.00000 7500.00 ABUTMENT NO.1 EXCAVATION | | | 0018 6000.11 55.000 LS | 6000.00000 6000.00| 4000.00000 4000.00| 7500.00000 7500.00 ABUTMENT NO.2 EXCAVATION | | | 0019 6001.50 25.000 LS | 8000.00000 8000.00| 6000.00000 6000.00| 15000.00000 15000.00 BENT NO.1 EXCAVATION | | | 0020 6001.51 25.000 LS | 5000.00000 5000.00| 6000.00000 6000.00| 15000.00000 15000.00 BENT NO.2 EXCAVATION | | | 0021 6010.22 208.300 m3 | 400.00000 83320.00| 390.00000 81237.00| 450.00000 93735.00 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0022 6010.26 108.800 m3 | 380.00000 41344.00| 450.00000 48960.00| 450.00000 48960.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0023 6011.11 106.400 LS | 105500.00000 105500.00| 115200.00000 115200.00| 110500.00000 110500.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 35+18 | | | 0024 6020.00 19795.000 kg | 0.58000 11481.10| 1.10000 21774.50| 1.25000 24743.75 REINFORCING STEEL FOR BRIDGE | | | 0025 6040.00 1.000 EACH| 10000.00000 10000.00| 10000.00000 10000.00| 5500.00000 5500.00 REMOVE STRUCTURE AT STA. 35+31.1 | | | 0026 6080.00 1525.000 kg | 7.00000 10675.00| 5.00000 7625.00| 8.00000 12200.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0027 6105.02 1088.000 Mg | 35.00000 38080.00| 28.60000 31116.80| 32.00000 34816.00 ROCK RIPRAP, TYPE B | | | 0028 6210.12 740.500 m | 62.00000 45911.00| 55.00000 40727.50| 78.00000 57759.00 HP 250 mm X 62 kg STEEL PILING | | | SECTION TOTALS | $ 397,054.30| $ 419,498.30| $ 467,785.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 7 GUARDRAIL | | | 0029 0030.70 LUMP| 500.00000 500.00| 400.00000 400.00| 500.00000 500.00 MOBILIZATION | | | 0030 7020.00 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 1100.00000 4400.00 BRIDGE APPROACH SECTIONS | | | 0031 7021.47 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 1100.00000 4400.00 MELT | | | SECTION TOTALS | $ 9,300.00| $ 9,200.00| $ 9,300.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 10 GENERAL ITEMS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F39 -5 TABULATION OF BIDS CALL ORDER : F39 CONTRACT ID : 8693 COUNTIES : BOYD LETTING DATE : 11/13/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 1 ) 0463 |( 2 ) 0810 |( 3 ) 2283 |GRAVES CONSTRUCTION CO., IN |ELK HORN CONSTRUCTION CO. |PERRETT CONSTRUCTION LTD. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 0001.10 1668.000 BDAY| 0.90000 1501.20| 1.95000 3252.60| 1.20000 2001.60 BARRICADE, TYPE III | | | 0033 0001.90 1668.000 EACH| 0.50000 834.00| 0.50000 834.00| 0.75000 1251.00 SIGN DAY | | | 0034 0001.99 556.000 EACH| 0.75000 417.00| 0.30000 166.80| 1.00000 556.00 CONTRACTOR FURNISHED SIGN DAY | | | 0035 0030.00 LUMP| 500.00000 500.00| 100.00000 100.00| 500.00000 500.00 MOBILIZATION | | | SECTION TOTALS | $ 3,252.20| $ 4,353.40| $ 4,308.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 474,950.50| $ 493,919.60| $ 538,375.55 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F39 -6 TABULATION OF BIDS CALL ORDER : F39 CONTRACT ID : 8693 COUNTIES : BOYD LETTING DATE : 11/13/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 4 ) 0013 |( 5 ) 0880 |( 6 ) 1742 |DIAMOND ENGINEERING COMPANY |CHRISTENSEN BROS., INC. |HERBST 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| 3750.00000 3750.00| 5000.00000 5000.00| 5000.00000 5000.00 MOBILIZATION | | | 0002 1000.00 1.000 EACH| 100.00000 100.00| 100.00000 100.00| 150.00000 150.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 500.00000 500.00| 250.00000 250.00| 8000.00000 8000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 905.000 kL | 2.00000 1810.00| 2.00000 1810.00| 2.00000 1810.00 WATER | | | 0005 1030.00 8618.000 m3 | 5.98000 51535.64| 3.50000 30163.00| 6.40000 55155.20 EARTHWORK MEASURED IN EMBANKMENT | | | 0006 2009.51 2.730 StaM| 190.00000 518.70| 230.00000 627.90| 190.00000 518.70 CRUSHED ROCK EMBEDMENT | | | 0007 2010.00 156.000 m3 | 43.15000 6731.40| 38.00000 5928.00| 43.15000 6731.40 CRUSHED ROCK SURFACE COURSE | | | 0008 4043.00 19.200 m | 6.48000 124.42| 10.00000 192.00| 10.00000 192.00 REMOVE CULVERT PIPE | | | 0009 4050.01 138.000 m3 | 5.95000 821.10| 4.00000 552.00| 10.00000 1380.00 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0010 4300.24 64.500 m | 47.90000 3089.55| 84.00000 5418.00| 50.00000 3225.00 600 mm CULVERT PIPE | | | 0011 4300.48 14.600 m | 148.07000 2161.82| 203.00000 2963.80| 125.00000 1825.00 1200 mm CULVERT PIPE | | | 0012 4310.24 4.000 EACH| 100.00000 400.00| 215.00000 860.00| 150.00000 600.00 600 mm FLARED-END SECTION | | | 0013 4310.48 1.000 EACH| 375.00000 375.00| 850.00000 850.00| 445.00000 445.00 1200 mm FLARED-END SECTION | | | 0014 L006.00 1.400 ha | 400.00000 560.00| 200.00000 280.00| 300.00000 420.00 COVER CROP SEEDING | | | SECTION TOTALS | $ 72,477.63| $ 54,994.70| $ 85,452.30 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6 BRIDGE AT STA. 35+18 2-15.66 & 1-19.58 M SPAN P/S CONCRETE I-TEE GIRDER BRIDGE | | | 0015 0030.60 LUMP| 8000.00000 8000.00| 50000.00000 50000.00| 30000.00000 30000.00 MOBILIZATION | | | 0016 1043.50 1143.000 m2 | 2.60000 2971.80| 3.00000 3429.00| 4.00000 4572.00 RIPRAP FILTER FABRIC | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F39 -7 TABULATION OF BIDS CALL ORDER : F39 CONTRACT ID : 8693 COUNTIES : BOYD LETTING DATE : 11/13/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 4 ) 0013 |( 5 ) 0880 |( 6 ) 1742 |DIAMOND ENGINEERING COMPANY |CHRISTENSEN BROS., INC. |HERBST CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 6000.10 55.000 LS | 2700.00000 2700.00| 10000.00000 10000.00| 6000.00000 6000.00 ABUTMENT NO.1 EXCAVATION | | | 0018 6000.11 55.000 LS | 2700.00000 2700.00| 10000.00000 10000.00| 6000.00000 6000.00 ABUTMENT NO.2 EXCAVATION | | | 0019 6001.50 25.000 LS | 12000.00000 12000.00| 30000.00000 30000.00| 15000.00000 15000.00 BENT NO.1 EXCAVATION | | | 0020 6001.51 25.000 LS | 12000.00000 12000.00| 30000.00000 30000.00| 15000.00000 15000.00 BENT NO.2 EXCAVATION | | | 0021 6010.22 208.300 m3 | 394.00000 82070.20| 380.00000 79154.00| 425.00000 88527.50 CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0022 6010.26 108.800 m3 | 438.00000 47654.40| 410.00000 44608.00| 425.00000 46240.00 CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0023 6011.11 106.400 LS | 145000.00000 145000.00| 115000.00000 115000.00| 135300.00000 135300.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 35+18 | | | 0024 6020.00 19795.000 kg | 1.16000 22962.20| 1.10000 21774.50| 1.15000 22764.25 REINFORCING STEEL FOR BRIDGE | | | 0025 6040.00 1.000 EACH| 2550.00000 2550.00| 15000.00000 15000.00| 6000.00000 6000.00 REMOVE STRUCTURE AT STA. 35+31.1 | | | 0026 6080.00 1525.000 kg | 4.30000 6557.50| 5.00000 7625.00| 6.50000 9912.50 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0027 6105.02 1088.000 Mg | 53.00000 57664.00| 35.00000 38080.00| 34.00000 36992.00 ROCK RIPRAP, TYPE B | | | 0028 6210.12 740.500 m | 70.00000 51835.00| 45.00000 33322.50| 70.00000 51835.00 HP 250 mm X 62 kg STEEL PILING | | | SECTION TOTALS | $ 456,665.10| $ 487,993.00| $ 474,143.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 7 GUARDRAIL | | | 0029 0030.70 LUMP| 500.00000 500.00| 1000.00000 1000.00| 1000.00000 1000.00 MOBILIZATION | | | 0030 7020.00 4.000 EACH| 1100.00000 4400.00| 1200.00000 4800.00| 1200.00000 4800.00 BRIDGE APPROACH SECTIONS | | | 0031 7021.47 4.000 EACH| 1100.00000 4400.00| 1175.00000 4700.00| 1175.00000 4700.00 MELT | | | SECTION TOTALS | $ 9,300.00| $ 10,500.00| $ 10,500.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 10 GENERAL ITEMS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F39 -8 TABULATION OF BIDS CALL ORDER : F39 CONTRACT ID : 8693 COUNTIES : BOYD LETTING DATE : 11/13/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 4 ) 0013 |( 5 ) 0880 |( 6 ) 1742 |DIAMOND ENGINEERING COMPANY |CHRISTENSEN BROS., INC. |HERBST CONSTRUCTION, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 0001.10 1668.000 BDAY| 0.90000 1501.20| 0.90000 1501.20| 1.00000 1668.00 BARRICADE, TYPE III | | | 0033 0001.90 1668.000 EACH| 0.50000 834.00| 0.50000 834.00| 0.55000 917.40 SIGN DAY | | | 0034 0001.99 556.000 EACH| 0.75000 417.00| 0.75000 417.00| 0.85000 472.60 CONTRACTOR FURNISHED SIGN DAY | | | 0035 0030.00 LUMP| 1000.00000 1000.00| 250.00000 250.00| 300.00000 300.00 MOBILIZATION | | | SECTION TOTALS | $ 3,752.20| $ 3,002.20| $ 3,358.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 542,194.93| $ 556,489.90| $ 573,453.55 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F39 -9 TABULATION OF BIDS CALL ORDER : F39 CONTRACT ID : 8693 COUNTIES : BOYD LETTING DATE : 11/13/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 7 ) 2853 |( ) |( ) |SIMON CONTRACTORS AND SUBSI | | 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| 11398.80000 11398.80| | MOBILIZATION | | | 0002 1000.00 1.000 EACH| 172.50000 172.50| | LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 9200.00000 9200.00| | GENERAL CLEARING AND GRUBBING | | | 0004 1011.00 905.000 kL | 2.00000 1810.00| | WATER | | | 0005 1030.00 8618.000 m3 | 7.36000 63428.48| | EARTHWORK MEASURED IN EMBANKMENT | | | 0006 2009.51 2.730 StaM| 173.98000 474.97| | CRUSHED ROCK EMBEDMENT | | | 0007 2010.00 156.000 m3 | 25.87000 4035.72| | CRUSHED ROCK SURFACE COURSE | | | 0008 4043.00 19.200 m | 11.50000 220.80| | REMOVE CULVERT PIPE | | | 0009 4050.01 138.000 m3 | 6.03000 832.14| | EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | 0010 4300.24 64.500 m | 47.25000 3047.63| | 600 mm CULVERT PIPE | | | 0011 4300.48 14.600 m | 133.19000 1944.57| | 1200 mm CULVERT PIPE | | | 0012 4310.24 4.000 EACH| 242.65000 970.60| | 600 mm FLARED-END SECTION | | | 0013 4310.48 1.000 EACH| 948.75000 948.75| | 1200 mm FLARED-END SECTION | | | 0014 L006.00 1.400 ha | 345.00000 483.00| | COVER CROP SEEDING | | | SECTION TOTALS | $ 98,967.96| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6 BRIDGE AT STA. 35+18 2-15.66 & 1-19.58 M SPAN P/S CONCRETE I-TEE GIRDER BRIDGE | | | 0015 0030.60 LUMP| 30291.00000 30291.00| | MOBILIZATION | | | 0016 1043.50 1143.000 m2 | 3.96000 4526.28| | RIPRAP FILTER FABRIC | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F39 -10 TABULATION OF BIDS CALL ORDER : F39 CONTRACT ID : 8693 COUNTIES : BOYD LETTING DATE : 11/13/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 7 ) 2853 |( ) |( ) |SIMON CONTRACTORS AND SUBSI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 6000.10 55.000 LS | 3737.50000 3737.50| | ABUTMENT NO.1 EXCAVATION | | | 0018 6000.11 55.000 LS | 3737.50000 3737.50| | ABUTMENT NO.2 EXCAVATION | | | 0019 6001.50 25.000 LS | 8050.00000 8050.00| | BENT NO.1 EXCAVATION | | | 0020 6001.51 25.000 LS | 8050.00000 8050.00| | BENT NO.2 EXCAVATION | | | 0021 6010.22 208.300 m3 | 517.08000 107707.76| | CLASS 47B-20 CONCRETE FOR BRIDGE | | | 0022 6010.26 108.800 m3 | 492.66000 53601.41| | CLASS 47BD-30 CONCRETE FOR BRIDGE | | | 0023 6011.11 106.400 LS | 127190.00000 127190.00| | PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 35+18 | | | 0024 6020.00 19795.000 kg | 1.47000 29098.65| | REINFORCING STEEL FOR BRIDGE | | | 0025 6040.00 1.000 EACH| 3450.00000 3450.00| | REMOVE STRUCTURE AT STA. 35+31.1 | | | 0026 6080.00 1525.000 kg | 3.82000 5825.50| | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0027 6105.02 1088.000 Mg | 38.05000 41398.40| | ROCK RIPRAP, TYPE B | | | 0028 6210.12 740.500 m | 68.21000 50509.51| | HP 250 mm X 62 kg STEEL PILING | | | SECTION TOTALS | $ 477,173.51| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 7 GUARDRAIL | | | 0029 0030.70 LUMP| 690.00000 690.00| | MOBILIZATION | | | 0030 7020.00 4.000 EACH| 1265.00000 5060.00| | BRIDGE APPROACH SECTIONS | | | 0031 7021.47 4.000 EACH| 1265.00000 5060.00| | MELT | | | SECTION TOTALS | $ 10,810.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 10 GENERAL ITEMS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : F39 -11 TABULATION OF BIDS CALL ORDER : F39 CONTRACT ID : 8693 COUNTIES : BOYD LETTING DATE : 11/13/03 1:30 PM DISTRICT : 8 ==================================================================================================================================== |( 7 ) 2853 |( ) |( ) |SIMON CONTRACTORS AND SUBSI | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 0001.10 1668.000 BDAY| 1.03000 1718.04| | BARRICADE, TYPE III | | | 0033 0001.90 1668.000 EACH| 0.58000 967.44| | SIGN DAY | | | 0034 0001.99 556.000 EACH| 0.86000 478.16| | CONTRACTOR FURNISHED SIGN DAY | | | 0035 0030.00 LUMP| 747.50000 747.50| | MOBILIZATION | | | SECTION TOTALS | $ 3,911.14| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 590,862.61| $ 0.00| $ ====================================================================================================================================
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