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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 : N25 CONTRACT ID : 5254 COUNTIES : KIMBALL LETTING DATE : 11/13/03 DISTRICT : 5 CONTRACT DESCRIPTION : PROJECT(S) : STR-80-1(1025) I-80, BUSHNELL - KIMBALL -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 1730 THIS PROJECT IS NOT TIED TO PROJECT NO. STR-80-2(1014). 1744 THIS PROJECT IS NOT TIED TO PROJECT NO. STR-80-2(1014). -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 1744 REIMAN CORP. $ 502,657.60 100.0000% 2 1730 WILKE CONTRACTING CORPORATION $ 732,995.00 145.8239% 3 2406 WILDCAT CONSTRUCTION CO., INC. AND SUBSIDIARIES $ 778,719.40 154.9204% 4 0880 CHRISTENSEN BROS., INC. $ 895,046.20 178.0628% NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : N25 -3 TABULATION OF BIDS CALL ORDER : N25 CONTRACT ID : 5254 COUNTIES : KIMBALL LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 1744 |( 2 ) 1730 |( 3 ) 2406 |REIMAN CORP. |WILKE CONTRACTING CORPORATI |WILDCAT CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 277+59.45 LT. 1-100' SIMPLE SPAN WELDED PLATE GIRDER BRIDGE | | | 0001 0030.60 LUMP| 10500.00000 10500.00| 8200.00000 8200.00| 20000.00000 20000.00 MOBILIZATION | | | 0002 6004.50 82.000 LF | 46.00000 3772.00| 45.00000 3690.00| 135.00000 11070.00 EXPANSION JOINT | | | 0003 6007.01 880.000 SY | 21.00000 18480.00| 38.00000 33440.00| 12.50000 11000.00 CLASS I REPAIR | | | 0004 6007.02 134.000 SY | 90.00000 12060.00| 146.00000 19564.00| 150.00000 20100.00 CLASS II REPAIR | | | 0005 6007.03 5.000 SY | 300.00000 1500.00| 146.00000 730.00| 190.00000 950.00 CLASS III REPAIR | | | 0006 6008.40 880.000 SY | 17.00000 14960.00| 39.00000 34320.00| 25.00000 22000.00 PLACING, FINISHING, AND CURING CONCRETE | | | OVERLAY-SF | | | 0007 6010.26 13.500 CY | 535.00000 7222.50| 640.00000 8640.00| 600.00000 8100.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0008 6016.02 61.500 CY | 320.00000 19680.00| 422.00000 25953.00| 750.00000 46125.00 CONCRETE FOR OVERLAYS-SF | | | 0009 6020.00 2025.000 LB | 0.80000 1620.00| 0.82000 1660.50| 0.80000 1620.00 REINFORCING STEEL FOR BRIDGE | | | 0010 6030.00 1.000 EACH| 7700.00000 7700.00| 11500.00000 11500.00| 12000.00000 12000.00 PREPARATION OF BRIDGE AT STA. 277+59.45 | | | LT. | | | SECTION TOTALS | $ 97,494.50| $ 147,697.50| $ 152,965.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6A BRIDGE AT STA. 277+59.45 RT. 1-100' SIMPLE SPAN WELDED PLATE GIRDER BRIDGE | | | 0011 0030.60 LUMP| 10500.00000 10500.00| 8200.00000 8200.00| 20000.00000 20000.00 MOBILIZATION | | | 0012 6004.50 82.000 LF | 46.00000 3772.00| 45.00000 3690.00| 135.00000 11070.00 EXPANSION JOINT | | | 0013 6007.01 880.000 SY | 21.00000 18480.00| 38.00000 33440.00| 12.50000 11000.00 CLASS I REPAIR | | | 0014 6007.02 134.000 SY | 90.00000 12060.00| 146.00000 19564.00| 150.00000 20100.00 CLASS II REPAIR | | | 0015 6007.03 5.000 SY | 300.00000 1500.00| 146.00000 730.00| 190.00000 950.00 CLASS III REPAIR | | | 0016 6008.40 880.000 SY | 17.00000 14960.00| 39.00000 34320.00| 25.00000 22000.00 PLACING, FINISHING, AND CURING CONCRETE | | | OVERLAY-SF | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : N25 -4 TABULATION OF BIDS CALL ORDER : N25 CONTRACT ID : 5254 COUNTIES : KIMBALL LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 1744 |( 2 ) 1730 |( 3 ) 2406 |REIMAN CORP. |WILKE CONTRACTING CORPORATI |WILDCAT CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 6010.26 13.500 CY | 535.00000 7222.50| 640.00000 8640.00| 600.00000 8100.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0018 6016.02 61.500 CY | 320.00000 19680.00| 422.00000 25953.00| 750.00000 46125.00 CONCRETE FOR OVERLAYS-SF | | | 0019 6020.00 2025.000 LB | 0.80000 1620.00| 0.82000 1660.50| 0.80000 1620.00 REINFORCING STEEL FOR BRIDGE | | | 0020 6030.00 1.000 EACH| 7700.00000 7700.00| 11500.00000 11500.00| 12000.00000 12000.00 PREPARATION OF BRIDGE AT STA. 277+59.45 | | | RT. | | | SECTION TOTALS | $ 97,494.50| $ 147,697.50| $ 152,965.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6B BRIDGE AT STA. 341+74.30 LT. 2-24'-0" & 1-38'-3" SPANS CONTINUOUS CONCRETE SLAB BRIDGE | | | 0021 0030.60 LUMP| 5000.00000 5000.00| 8200.00000 8200.00| 20000.00000 20000.00 MOBILIZATION | | | 0022 6007.01 811.000 SY | 21.00000 17031.00| 38.00000 30818.00| 12.50000 10137.50 CLASS I REPAIR | | | 0023 6007.02 113.000 SY | 90.00000 10170.00| 146.00000 16498.00| 150.00000 16950.00 CLASS II REPAIR | | | 0024 6007.03 5.000 SY | 300.00000 1500.00| 146.00000 730.00| 190.00000 950.00 CLASS III REPAIR | | | 0025 6008.40 811.000 SY | 17.00000 13787.00| 39.00000 31629.00| 30.00000 24330.00 PLACING, FINISHING, AND CURING CONCRETE | | | OVERLAY-SF | | | 0026 6016.02 68.900 CY | 320.00000 22048.00| 422.00000 29075.80| 750.00000 51675.00 CONCRETE FOR OVERLAYS-SF | | | 0027 6107.00 10.000 SY | 150.00000 1500.00| 88.00000 880.00| 200.00000 2000.00 CONCRETE SLOPE PROTECTION | | | SECTION TOTALS | $ 71,036.00| $ 117,830.80| $ 126,042.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 6C BRIDGE AT STA. 341+74.30 RT. 2-24'-0" & 1-38'-3" SPANS CONTINUOUS CONCRETE SLAB BRIDGE | | | 0028 0030.60 LUMP| 5000.00000 5000.00| 8200.00000 8200.00| 20000.00000 20000.00 MOBILIZATION | | | 0029 6007.01 811.000 SY | 21.00000 17031.00| 38.00000 30818.00| 12.50000 10137.50 CLASS I REPAIR | | | 0030 6007.02 113.000 SY | 90.00000 10170.00| 146.00000 16498.00| 150.00000 16950.00 CLASS II REPAIR | | | 0031 6007.03 5.000 SY | 300.00000 1500.00| 146.00000 730.00| 190.00000 950.00 CLASS III REPAIR | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : N25 -5 TABULATION OF BIDS CALL ORDER : N25 CONTRACT ID : 5254 COUNTIES : KIMBALL LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 1744 |( 2 ) 1730 |( 3 ) 2406 |REIMAN CORP. |WILKE CONTRACTING CORPORATI |WILDCAT CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 6008.40 811.000 SY | 17.00000 13787.00| 39.00000 31629.00| 30.00000 24330.00 PLACING, FINISHING, AND CURING CONCRETE | | | OVERLAY-SF | | | 0033 6016.02 68.900 CY | 320.00000 22048.00| 422.00000 29075.80| 750.00000 51675.00 CONCRETE FOR OVERLAYS-SF | | | SECTION TOTALS | $ 69,536.00| $ 116,950.80| $ 124,042.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6D BRIDGE AT STA. 1093+23.57 LT. 2-95'-0" SPANS WELDED PLATE GIRDER BRIDGE - COMPOSITE | | | 0034 0030.60 LUMP| 600.00000 600.00| 1200.00000 1200.00| 3000.00000 3000.00 MOBILIZATION | | | 0035 6004.50 80.000 LF | 46.00000 3680.00| 45.00000 3600.00| 85.00000 6800.00 EXPANSION JOINT | | | 0036 6010.26 3.300 CY | 415.00000 1369.50| 1140.00000 3762.00| 420.00000 1386.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0037 6030.02 1.000 EACH| 2700.00000 2700.00| 5200.00000 5200.00| 3000.00000 3000.00 PREPARATION OF BRIDGE AT STA. 1093+23. | | | 57 LT. | | | SECTION TOTALS | $ 8,349.50| $ 13,762.00| $ 14,186.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6E BRIDGE AT STA. 1093+23.57 RT. 2-95'-0" SPANS CONTINUOUS WELDED PLATE GIRDER - COMPOSITE | | | 0038 0030.60 LUMP| 600.00000 600.00| 1200.00000 1200.00| 3000.00000 3000.00 MOBILIZATION | | | 0039 6004.50 80.000 LF | 46.00000 3680.00| 45.00000 3600.00| 85.00000 6800.00 EXPANSION JOINT | | | 0040 6010.26 3.300 CY | 415.00000 1369.50| 1140.00000 3762.00| 420.00000 1386.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0041 6030.02 1.000 EACH| 2700.00000 2700.00| 5200.00000 5200.00| 3000.00000 3000.00 PREPARATION OF BRIDGE AT STA. 1093+23. | | | 57 RT. | | | SECTION TOTALS | $ 8,349.50| $ 13,762.00| $ 14,186.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 10 GENERAL ITEMS | | | 0042 0001.08 4752.000 BDAY| 0.50000 2376.00| 0.50000 2376.00| 0.50000 2376.00 BARRICADE, TYPE II | | | 0043 0001.10 434.000 BDAY| 3.20000 1388.80| 3.10000 1345.40| 1.00000 434.00 BARRICADE, TYPE III | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : N25 -6 TABULATION OF BIDS CALL ORDER : N25 CONTRACT ID : 5254 COUNTIES : KIMBALL LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 1 ) 1744 |( 2 ) 1730 |( 3 ) 2406 |REIMAN CORP. |WILKE CONTRACTING CORPORATI |WILDCAT CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0044 0001.75 120.000 EACH| 1.60000 192.00| 1.50000 180.00| 3.00000 360.00 TEMPORARY SIGN DAY | | | 0045 0001.90 2968.000 EACH| 1.10000 3264.80| 1.00000 2968.00| 0.55000 1632.40 SIGN DAY | | | 0046 0002.30 29800.000 LF | 0.26000 7748.00| 0.30000 8940.00| 0.40000 11920.00 PAVEMENT MARKING REMOVAL | | | 0047 0002.39 61500.000 LF | 1.05000 64575.00| 1.00000 61500.00| 0.85000 52275.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0048 0002.47 32000.000 LF | 0.26000 8320.00| 0.25000 8000.00| 0.90000 28800.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0049 0002.97 116.000 DAY | 53.00000 6148.00| 60.00000 6960.00| 35.00000 4060.00 FLASHING ARROW PANEL | | | 0050 0003.51 1620.000 LF | 10.80000 17496.00| 16.50000 26730.00| 30.00000 48600.00 INSTALL CONCRETE PROTECTION BARRIER | | | 0051 0003.56 3620.000 LF | 2.20000 7964.00| 7.25000 26245.00| 5.00000 18100.00 RELOCATE CONCRETE PROTECTION BARRIER | | | 0052 0003.57 8.000 EACH| 1600.00000 12800.00| 1650.00000 13200.00| 900.00000 7200.00 RELOCATE INERTIAL BARRIER SYSTEM | | | 0053 0003.58 4.000 EACH| 2650.00000 10600.00| 2600.00000 10400.00| 3800.00000 15200.00 INERTIAL BARRIER SYSTEM | | | 0054 0003.64 5.000 EACH| 265.00000 1325.00| 250.00000 1250.00| 275.00000 1375.00 REPLACEMENT MODULE | | | 0055 0030.10 LUMP| 6200.00000 6200.00| 5200.00000 5200.00| 2000.00000 2000.00 MOBILIZATION | | | SECTION TOTALS | $ 150,397.60| $ 175,294.40| $ 194,332.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 502,657.60| $ 732,995.00| $ 778,719.40 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : N25 -7 TABULATION OF BIDS CALL ORDER : N25 CONTRACT ID : 5254 COUNTIES : KIMBALL LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 0880 |( ) |( ) |CHRISTENSEN BROS., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 6 BRIDGE AT STA. 277+59.45 LT. 1-100' SIMPLE SPAN WELDED PLATE GIRDER BRIDGE | | | 0001 0030.60 LUMP| 20000.00000 20000.00| | MOBILIZATION | | | 0002 6004.50 82.000 LF | 70.00000 5740.00| | EXPANSION JOINT | | | 0003 6007.01 880.000 SY | 26.00000 22880.00| | CLASS I REPAIR | | | 0004 6007.02 134.000 SY | 120.00000 16080.00| | CLASS II REPAIR | | | 0005 6007.03 5.000 SY | 200.00000 1000.00| | CLASS III REPAIR | | | 0006 6008.40 880.000 SY | 40.00000 35200.00| | PLACING, FINISHING, AND CURING CONCRETE | | | OVERLAY-SF | | | 0007 6010.26 13.500 CY | 2400.00000 32400.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0008 6016.02 61.500 CY | 420.00000 25830.00| | CONCRETE FOR OVERLAYS-SF | | | 0009 6020.00 2025.000 LB | 1.00000 2025.00| | REINFORCING STEEL FOR BRIDGE | | | 0010 6030.00 1.000 EACH| 36000.00000 36000.00| | PREPARATION OF BRIDGE AT STA. 277+59.45 | | | LT. | | | SECTION TOTALS | $ 197,155.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6A BRIDGE AT STA. 277+59.45 RT. 1-100' SIMPLE SPAN WELDED PLATE GIRDER BRIDGE | | | 0011 0030.60 LUMP| 20000.00000 20000.00| | MOBILIZATION | | | 0012 6004.50 82.000 LF | 70.00000 5740.00| | EXPANSION JOINT | | | 0013 6007.01 880.000 SY | 26.00000 22880.00| | CLASS I REPAIR | | | 0014 6007.02 134.000 SY | 120.00000 16080.00| | CLASS II REPAIR | | | 0015 6007.03 5.000 SY | 200.00000 1000.00| | CLASS III REPAIR | | | 0016 6008.40 880.000 SY | 40.00000 35200.00| | PLACING, FINISHING, AND CURING CONCRETE | | | OVERLAY-SF | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : N25 -8 TABULATION OF BIDS CALL ORDER : N25 CONTRACT ID : 5254 COUNTIES : KIMBALL LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 0880 |( ) |( ) |CHRISTENSEN BROS., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 6010.26 13.500 CY | 2400.00000 32400.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0018 6016.02 61.500 CY | 420.00000 25830.00| | CONCRETE FOR OVERLAYS-SF | | | 0019 6020.00 2025.000 LB | 1.00000 2025.00| | REINFORCING STEEL FOR BRIDGE | | | 0020 6030.00 1.000 EACH| 36000.00000 36000.00| | PREPARATION OF BRIDGE AT STA. 277+59.45 | | | RT. | | | SECTION TOTALS | $ 197,155.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 6B BRIDGE AT STA. 341+74.30 LT. 2-24'-0" & 1-38'-3" SPANS CONTINUOUS CONCRETE SLAB BRIDGE | | | 0021 0030.60 LUMP| 10000.00000 10000.00| | MOBILIZATION | | | 0022 6007.01 811.000 SY | 26.00000 21086.00| | CLASS I REPAIR | | | 0023 6007.02 113.000 SY | 120.00000 13560.00| | CLASS II REPAIR | | | 0024 6007.03 5.000 SY | 200.00000 1000.00| | CLASS III REPAIR | | | 0025 6008.40 811.000 SY | 40.00000 32440.00| | PLACING, FINISHING, AND CURING CONCRETE | | | OVERLAY-SF | | | 0026 6016.02 68.900 CY | 420.00000 28938.00| | CONCRETE FOR OVERLAYS-SF | | | 0027 6107.00 10.000 SY | 90.00000 900.00| | CONCRETE SLOPE PROTECTION | | | SECTION TOTALS | $ 107,924.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 6C BRIDGE AT STA. 341+74.30 RT. 2-24'-0" & 1-38'-3" SPANS CONTINUOUS CONCRETE SLAB BRIDGE | | | 0028 0030.60 LUMP| 10000.00000 10000.00| | MOBILIZATION | | | 0029 6007.01 811.000 SY | 26.00000 21086.00| | CLASS I REPAIR | | | 0030 6007.02 113.000 SY | 120.00000 13560.00| | CLASS II REPAIR | | | 0031 6007.03 5.000 SY | 200.00000 1000.00| | CLASS III REPAIR | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : N25 -9 TABULATION OF BIDS CALL ORDER : N25 CONTRACT ID : 5254 COUNTIES : KIMBALL LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 0880 |( ) |( ) |CHRISTENSEN BROS., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0032 6008.40 811.000 SY | 40.00000 32440.00| | PLACING, FINISHING, AND CURING CONCRETE | | | OVERLAY-SF | | | 0033 6016.02 68.900 CY | 420.00000 28938.00| | CONCRETE FOR OVERLAYS-SF | | | SECTION TOTALS | $ 107,024.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6D BRIDGE AT STA. 1093+23.57 LT. 2-95'-0" SPANS WELDED PLATE GIRDER BRIDGE - COMPOSITE | | | 0034 0030.60 LUMP| 3000.00000 3000.00| | MOBILIZATION | | | 0035 6004.50 80.000 LF | 80.00000 6400.00| | EXPANSION JOINT | | | 0036 6010.26 3.300 CY | 2700.00000 8910.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0037 6030.02 1.000 EACH| 20000.00000 20000.00| | PREPARATION OF BRIDGE AT STA. 1093+23. | | | 57 LT. | | | SECTION TOTALS | $ 38,310.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6E BRIDGE AT STA. 1093+23.57 RT. 2-95'-0" SPANS CONTINUOUS WELDED PLATE GIRDER - COMPOSITE | | | 0038 0030.60 LUMP| 3000.00000 3000.00| | MOBILIZATION | | | 0039 6004.50 80.000 LF | 80.00000 6400.00| | EXPANSION JOINT | | | 0040 6010.26 3.300 CY | 2700.00000 8910.00| | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0041 6030.02 1.000 EACH| 20000.00000 20000.00| | PREPARATION OF BRIDGE AT STA. 1093+23. | | | 57 RT. | | | SECTION TOTALS | $ 38,310.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 10 GENERAL ITEMS | | | 0042 0001.08 4752.000 BDAY| 0.50000 2376.00| | BARRICADE, TYPE II | | | 0043 0001.10 434.000 BDAY| 3.10000 1345.40| | BARRICADE, TYPE III | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/13/03 PAGE : N25 -10 TABULATION OF BIDS CALL ORDER : N25 CONTRACT ID : 5254 COUNTIES : KIMBALL LETTING DATE : 11/13/03 1:30 PM DISTRICT : 5 ==================================================================================================================================== |( 4 ) 0880 |( ) |( ) |CHRISTENSEN BROS., INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0044 0001.75 120.000 EACH| 1.60000 192.00| | TEMPORARY SIGN DAY | | | 0045 0001.90 2968.000 EACH| 1.10000 3264.80| | SIGN DAY | | | 0046 0002.30 29800.000 LF | 0.30000 8940.00| | PAVEMENT MARKING REMOVAL | | | 0047 0002.39 61500.000 LF | 1.10000 67650.00| | TEMPORARY PAVEMENT MARKING, TYPE II | | | 0048 0002.47 32000.000 LF | 0.28000 8960.00| | TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0049 0002.97 116.000 DAY | 55.00000 6380.00| | FLASHING ARROW PANEL | | | 0050 0003.51 1620.000 LF | 18.00000 29160.00| | INSTALL CONCRETE PROTECTION BARRIER | | | 0051 0003.56 3620.000 LF | 10.00000 36200.00| | RELOCATE CONCRETE PROTECTION BARRIER | | | 0052 0003.57 8.000 EACH| 1600.00000 12800.00| | RELOCATE INERTIAL BARRIER SYSTEM | | | 0053 0003.58 4.000 EACH| 2600.00000 10400.00| | INERTIAL BARRIER SYSTEM | | | 0054 0003.64 5.000 EACH| 300.00000 1500.00| | REPLACEMENT MODULE | | | 0055 0030.10 LUMP| 20000.00000 20000.00| | MOBILIZATION | | | SECTION TOTALS | $ 209,168.20| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 895,046.20| $ 0.00| $ ====================================================================================================================================
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