| Back to Bid Tabs |
Last Updated:
09/05/2003
|
|
September 4, 2003 Contract
Letting
|
|
NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : 2 VENDOR RANKING CALL ORDER : F09 CONTRACT ID : 2908A COUNTIES : DOUGLAS LETTING DATE : 09/04/03 DISTRICT : 2 CONTRACT DESCRIPTION : PROJECT(S) : EACNH-680-9(873) BRIDGE OVER I-680 AT SPRAGUE ST., OMAHA -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- 0103 * CHAS. VRANA & SON CONSTRUCTION CO. IS DETERMINED TO BE 0103 THE APPARENT LOW BIDDER BECAUSE OF DEPARTMENT TIES. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0049 HAWKINS CONSTRUCTION COMPANY $ 1,059,106.15 100.0000% *2 0103 CHAS. VRANA & SON CONSTRUCTION CO. $ 1,094,339.95 103.3267% 3 3652 CEDAR VALLEY CORP. AND SUBSIDIARIES $ 1,203,705.09 113.6529% 4 0751 IRVING F. JENSEN CO., INC. $ 1,213,268.83 114.5559% 5 1276 KIEWIT WESTERN CO. $ 1,265,690.09 119.5055% NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F09 -3 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 2908A COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0103 |( 3 ) 3652 |HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |CEDAR VALLEY CORP. AND SUBSIDIA 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| 3918.00000 3918.00| 15000.00000 15000.00| 6500.00000 6500.00 MOBILIZATION | | | 0002 1009.00 LUMP| 1025.00000 1025.00| 4000.00000 4000.00| 1000.00000 1000.00 GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 78.000 MGAL| 8.00000 624.00| 8.00000 624.00| 8.00000 624.00 WATER | | | 0004 1030.00 5408.000 CY | 5.10000 27580.80| 5.10000 27580.80| 4.98000 26931.84 EARTHWORK MEASURED IN EMBANKMENT | | | 0005 1101.00 361.000 SY | 4.35000 1570.35| 5.00000 1805.00| 4.25000 1534.25 REMOVE PAVEMENT | | | 0006 1107.00 45.000 SY | 4.36000 196.20| 5.00000 225.00| 4.25000 191.25 REMOVE WALK | | | 0007 1111.00 283.000 LF | 2.05000 580.15| 4.00000 1132.00| 4.00000 1132.00 REMOVE FENCE | | | 0008 1119.00 2.000 EACH| 154.00000 308.00| 400.00000 800.00| 500.00000 1000.00 REMOVE INLET | | | 0009 3016.21 108.000 SY | 25.48000 2751.84| 25.20000 2721.60| 24.00000 2592.00 CONCRETE CLASS 47B-3000 SIDEWALKS | | | 0010 3075.32 258.000 SY | 36.88000 9515.04| 38.00000 9804.00| 36.21000 9342.18 8" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0011 4002.00 250.000 LB | 1.34000 335.00| 2.10000 525.00| 1.78000 445.00 CAST IRON COVER AND FRAME | | | 0012 4024.50 1.000 EACH| 769.00000 769.00| 2400.00000 2400.00| 1100.00000 1100.00 CONCRETE SPLASH BASIN | | | 0013 4040.00 1.000 EACH| 176.00000 176.00| 700.00000 700.00| 200.00000 200.00 REMOVE HEADWALLS FROM CULVERTS | | | 0014 4043.50 51.700 LF | 5.39000 278.66| 28.00000 1447.60| 17.00000 878.90 REMOVE SEWER PIPE | | | 0015 4100.06 0.400 CY | 931.23000 372.49| 1100.00000 440.00| 925.00000 370.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0016 4105.59 4.160 CY | 541.00000 2250.56| 910.00000 3785.60| 625.00000 2600.00 CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0017 4150.00 81.000 LB | 0.34000 27.54| 2.80000 226.80| 1.00000 81.00 REINFORCING STEEL FOR HEADWALL | | | 0018 4155.50 226.000 LB | 0.34000 76.84| 1.50000 339.00| 1.00000 226.00 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F09 -4 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 2908A COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0103 |( 3 ) 3652 |HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |CEDAR VALLEY CORP. AND SUBSIDIA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 4670.05 7.000 CY | 27.00000 189.00| 160.00000 1120.00| 165.00000 1155.00 CULVERT SANDFILL | | | 0020 7110.05 416.000 LF | 10.25000 4264.00| 10.50000 4368.00| 10.00000 4160.00 5 FOOT CHAIN-LINK FENCE | | | 0021 7115.05 4.000 EACH| 128.00000 512.00| 130.00000 520.00| 125.00000 500.00 END POST FOR 5 FOOT CHAIN-LINK FENCE | | | 0022 7312.00 1.000 EACH| 14602.00000 14602.00| 14750.00000 14750.00| 14250.00000 14250.00 OVERHEAD SIGN SUPPORT, LOCATION 1 | | | 0023 7312.01 1.000 EACH| 17625.00000 17625.00| 18000.00000 18000.00| 17200.00000 17200.00 OVERHEAD SIGN SUPPORT, LOCATION 2 | | | 0024 7322.01 37.500 SY | 135.26000 5072.25| 138.00000 5175.00| 132.00000 4950.00 TYPE B SIGN | | | 0025 A010.08 4.000 EACH| 820.00000 3280.00| 840.00000 3360.00| 800.00000 3200.00 LUMINAIRE, TYPE HPS-150 | | | 0026 P700.18 155.000 LF | 25.14000 3896.70| 36.00000 5580.00| 35.00000 5425.00 18" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | SECTION TOTALS | $ 101,796.42| $ 126,429.40| $ 107,588.42 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6 BRIDGE AT STA. 903+99.34 2-97' SPANS, ROLLED BEAM STEEL GIRDER BRIDGE | | | 0027 0030.60 LUMP| 88020.00000 88020.00| 25000.00000 25000.00| 90400.00000 90400.00 MOBILIZATION | | | 0028 3050.15 172.600 CY | 175.19000 30237.79| 280.00000 48328.00| 145.00000 25027.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0029 3051.10 20525.000 LB | 0.59000 12109.75| 0.80000 16420.00| 0.75000 15393.75 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0030 4095.00 4844.000 SF | 20.79000 100706.76| 19.00000 92036.00| 20.00000 96880.00 CONCRETE FACE PANELS | | | 0031 4115.25 177.700 CY | 205.33000 36487.14| 215.00000 38205.50| 345.00000 61306.50 CLASS 47B-3000 CONCRETE | | | 0032 4163.25 9310.000 LB | 0.60000 5586.00| 1.00000 9310.00| 0.72000 6703.20 REINFORCING STEEL | | | 0033 4350.18 421.500 LF | 16.33000 6883.10| 18.00000 7587.00| 44.00000 18546.00 18" CORRUGATED METAL PIPE | | | 0034 6000.10 135.000 LS | 14016.00000 14016.00| 3500.00000 3500.00| 10000.00000 10000.00 ABUTMENT NO.1 EXCAVATION | | | 0035 6000.11 135.000 LS | 14025.00000 14025.00| 3500.00000 3500.00| 10000.00000 10000.00 ABUTMENT NO.2 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F09 -5 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 2908A COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0103 |( 3 ) 3652 |HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |CEDAR VALLEY CORP. AND SUBSIDIA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 6000.20 75.000 LS | 14804.00000 14804.00| 6100.00000 6100.00| 16000.00000 16000.00 PIER NO.1 EXCAVATION | | | 0037 6005.35 83.330 LF | 35.83000 2985.71| 30.00000 2499.90| 39.00000 3249.87 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0038 6005.83 8.000 EACH| 543.00000 4344.00| 590.00000 4720.00| 495.00000 3960.00 FIXED BEARING | | | 0039 6010.22 203.100 CY | 205.15000 41665.97| 350.00000 71085.00| 375.00000 76162.50 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0040 6010.26 258.400 CY | 282.50000 72998.00| 450.00000 116280.00| 385.00000 99484.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0041 6030.00 1.000 EACH| 27329.00000 27329.00| 58500.00000 58500.00| 42000.00000 42000.00 PREPARATION OF BRIDGE AT STA. 903+99.34 | | | 0042 6071.12 203060.000 LS | 109430.00000 109430.00| 105000.00000 105000.00| 150750.00000 150750.00 STEEL SUPERSTRUCTURE AT STA. 903+99.34 | | | 0043 6080.00 45295.000 LB | 2.00000 90590.00| 1.25000 56618.75| 0.96000 43483.20 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0044 6131.50 73345.000 LB | 0.60000 44007.00| 0.56000 41073.20| 0.75000 55008.75 EPOXY COATED REINFORCING STEEL | | | 0045 6139.50 74.000 SY | 9.28000 686.72| 33.00000 2442.00| 24.00000 1776.00 SUBSURFACE DRAINAGE MATTING | | | 0046 6210.50 2960.000 LF | 20.44000 60502.40| 26.00000 76960.00| 26.00000 76960.00 PIPE PILING | | | 0047 6310.00 10800.000 SF | 10.58000 114264.00| 9.00000 97200.00| 10.25000 110700.00 STEEL SHEET PILING | | | 0048 6401.00 233.000 LF | 47.14000 10983.62| 33.00000 7689.00| 46.00000 10718.00 PEDESTRIAN BARRIER RAIL | | | 0049 6404.00 235.000 LF | 36.68000 8619.80| 35.00000 8225.00| 34.00000 7990.00 PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0050 6501.00 12917.000 LS | 5842.00000 5842.00| 12500.00000 12500.00| 11990.00000 11990.00 PENETRATING PROTECTIVE CONCRETE SEALANT | | | 0051 6601.15 612.000 LF | 9.73000 5954.76| 10.00000 6120.00| 9.50000 5814.00 1 1/2" CONDUIT IN BRIDGE | | | 0052 8091.00 235.000 CY | 12.49000 2935.15| 23.00000 5405.00| 21.00000 4935.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 926,013.67| $ 922,304.35| $ 1,055,237.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 10 GENERAL ITEMS | | | 0053 0001.08 1180.000 BDAY| 0.50000 590.00| 0.50000 590.00| 0.50000 590.00 BARRICADE, TYPE II | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F09 -6 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 2908A COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0049 |( 2 ) 0103 |( 3 ) 3652 |HAWKINS CONSTRUCTION COMPAN |VRANA & SON CONSTRUCTION CO |CEDAR VALLEY CORP. AND SUBSIDIA LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 0001.10 1886.000 BDAY| 2.72000 5129.92| 1.30000 2451.80| 2.65000 4997.90 BARRICADE, TYPE III | | | 0055 0001.75 636.000 EACH| 0.97000 616.92| 2.10000 1335.60| 0.95000 604.20 TEMPORARY SIGN DAY | | | 0056 0001.90 1200.000 EACH| 0.10000 120.00| 0.30000 360.00| 0.10000 120.00 SIGN DAY | | | 0057 0001.99 1232.000 EACH| 0.67000 825.44| 0.90000 1108.80| 0.65000 800.80 CONTRACTOR FURNISHED SIGN DAY | | | 0058 0002.97 38.000 DAY | 145.51000 5529.38| 90.00000 3420.00| 142.00000 5396.00 FLASHING ARROW PANEL | | | 0059 0003.51 840.000 LF | 4.67000 3922.80| 8.00000 6720.00| 8.00000 6720.00 INSTALL CONCRETE PROTECTION BARRIER | | | 0060 0003.56 420.000 LF | 2.48000 1041.60| 6.00000 2520.00| 10.00000 4200.00 RELOCATE CONCRETE PROTECTION BARRIER | | | 0061 0003.57 2.000 EACH| 1107.00000 2214.00| 850.00000 1700.00| 1500.00000 3000.00 RELOCATE INERTIAL BARRIER SYSTEM | | | 0062 0003.58 4.000 EACH| 1435.00000 5740.00| 2500.00000 10000.00| 1400.00000 5600.00 INERTIAL BARRIER SYSTEM | | | 0063 0003.64 5.000 EACH| 461.00000 2305.00| 500.00000 2500.00| 450.00000 2250.00 REPLACEMENT MODULE | | | 0064 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00 TRAINING | | | 0065 0030.00 LUMP| 1.00000 1.00| 2500.00000 2500.00| 1000.00000 1000.00 MOBILIZATION | | | 0066 A801.00 240.000 HOUR| 10.25000 2460.00| 40.00000 9600.00| 20.00000 4800.00 CONSTRUCTION LIGHTING | | | SECTION TOTALS | $ 31,296.06| $ 45,606.20| $ 40,878.90 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,059,106.15| $ 1,094,339.95| $ 1,203,705.09 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F09 -7 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 2908A COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 1276 |( ) |JENSEN CO., INC./IRVING F. |KIEWIT WESTERN CO. | 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| 11140.00000 11140.00| 6000.00000 6000.00| MOBILIZATION | | | 0002 1009.00 LUMP| 1000.00000 1000.00| 2500.00000 2500.00| GENERAL CLEARING AND GRUBBING | | | 0003 1011.00 78.000 MGAL| 8.00000 624.00| 8.00000 624.00| WATER | | | 0004 1030.00 5408.000 CY | 4.98000 26931.84| 10.00000 54080.00| EARTHWORK MEASURED IN EMBANKMENT | | | 0005 1101.00 361.000 SY | 4.25000 1534.25| 5.00000 1805.00| REMOVE PAVEMENT | | | 0006 1107.00 45.000 SY | 4.25000 191.25| 5.00000 225.00| REMOVE WALK | | | 0007 1111.00 283.000 LF | 2.00000 566.00| 4.28000 1211.24| REMOVE FENCE | | | 0008 1119.00 2.000 EACH| 500.00000 1000.00| 400.00000 800.00| REMOVE INLET | | | 0009 3016.21 108.000 SY | 24.00000 2592.00| 32.00000 3456.00| CONCRETE CLASS 47B-3000 SIDEWALKS | | | 0010 3075.32 258.000 SY | 36.21000 9342.18| 50.00000 12900.00| 8" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0011 4002.00 250.000 LB | 1.78000 445.00| 2.00000 500.00| CAST IRON COVER AND FRAME | | | 0012 4024.50 1.000 EACH| 1087.32000 1087.32| 3700.00000 3700.00| CONCRETE SPLASH BASIN | | | 0013 4040.00 1.000 EACH| 200.17000 200.17| 150.00000 150.00| REMOVE HEADWALLS FROM CULVERTS | | | 0014 4043.50 51.700 LF | 16.87000 872.18| 22.00000 1137.40| REMOVE SEWER PIPE | | | 0015 4100.06 0.400 CY | 924.92000 369.97| 900.00000 360.00| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0016 4105.59 4.160 CY | 622.23000 2588.48| 1000.00000 4160.00| CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0017 4150.00 81.000 LB | 0.98000 79.38| 2.00000 162.00| REINFORCING STEEL FOR HEADWALL | | | 0018 4155.50 226.000 LB | 0.98000 221.48| 1.00000 226.00| REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F09 -8 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 2908A COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 1276 |( ) |JENSEN CO., INC./IRVING F. |KIEWIT WESTERN CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 4670.05 7.000 CY | 163.89000 1147.23| 84.00000 588.00| CULVERT SANDFILL | | | 0020 7110.05 416.000 LF | 10.00000 4160.00| 11.00000 4576.00| 5 FOOT CHAIN-LINK FENCE | | | 0021 7115.05 4.000 EACH| 125.00000 500.00| 134.00000 536.00| END POST FOR 5 FOOT CHAIN-LINK FENCE | | | 0022 7312.00 1.000 EACH| 14250.00000 14250.00| 15250.00000 15250.00| OVERHEAD SIGN SUPPORT, LOCATION 1 | | | 0023 7312.01 1.000 EACH| 17200.00000 17200.00| 18000.00000 18000.00| OVERHEAD SIGN SUPPORT, LOCATION 2 | | | 0024 7322.01 37.500 SY | 132.00000 4950.00| 140.00000 5250.00| TYPE B SIGN | | | 0025 A010.08 4.000 EACH| 800.00000 3200.00| 850.00000 3400.00| LUMINAIRE, TYPE HPS-150 | | | 0026 P700.18 155.000 LF | 34.52000 5350.60| 27.00000 4185.00| 18" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | SECTION TOTALS | $ 111,543.33| $ 145,781.64| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 6 BRIDGE AT STA. 903+99.34 2-97' SPANS, ROLLED BEAM STEEL GIRDER BRIDGE | | | 0027 0030.60 LUMP| 105590.00000 105590.00| 55000.00000 55000.00| MOBILIZATION | | | 0028 3050.15 172.600 CY | 145.00000 25027.00| 235.00000 40561.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0029 3051.10 20525.000 LB | 0.75000 15393.75| 0.70000 14367.50| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0030 4095.00 4844.000 SF | 19.20000 93004.80| 15.00000 72660.00| CONCRETE FACE PANELS | | | 0031 4115.25 177.700 CY | 340.75000 60551.28| 435.00000 77299.50| CLASS 47B-3000 CONCRETE | | | 0032 4163.25 9310.000 LB | 0.72000 6703.20| 0.65000 6051.50| REINFORCING STEEL | | | 0033 4350.18 421.500 LF | 34.00000 14331.00| 15.00000 6322.50| 18" CORRUGATED METAL PIPE | | | 0034 6000.10 135.000 LS | 10000.00000 10000.00| 500.00000 500.00| ABUTMENT NO.1 EXCAVATION | | | 0035 6000.11 135.000 LS | 10000.00000 10000.00| 500.00000 500.00| ABUTMENT NO.2 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F09 -9 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 2908A COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 1276 |( ) |JENSEN CO., INC./IRVING F. |KIEWIT WESTERN CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0036 6000.20 75.000 LS | 16000.00000 16000.00| 3000.00000 3000.00| PIER NO.1 EXCAVATION | | | 0037 6005.35 83.330 LF | 39.00000 3249.87| 55.00000 4583.15| PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0038 6005.83 8.000 EACH| 495.00000 3960.00| 600.00000 4800.00| FIXED BEARING | | | 0039 6010.22 203.100 CY | 375.00000 76162.50| 470.00000 95457.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0040 6010.26 258.400 CY | 385.00000 99484.00| 530.00000 136952.00| CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0041 6030.00 1.000 EACH| 42000.00000 42000.00| 80000.00000 80000.00| PREPARATION OF BRIDGE AT STA. 903+99.34 | | | 0042 6071.12 203060.000 LS | 150750.00000 150750.00| 125000.00000 125000.00| STEEL SUPERSTRUCTURE AT STA. 903+99.34 | | | 0043 6080.00 45295.000 LB | 0.95000 43030.25| 1.15000 52089.25| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0044 6131.50 73345.000 LB | 0.75000 55008.75| 0.65000 47674.25| EPOXY COATED REINFORCING STEEL | | | 0045 6139.50 74.000 SY | 24.00000 1776.00| 21.00000 1554.00| SUBSURFACE DRAINAGE MATTING | | | 0046 6210.50 2960.000 LF | 26.00000 76960.00| 28.00000 82880.00| PIPE PILING | | | 0047 6310.00 10800.000 SF | 10.25000 110700.00| 12.00000 129600.00| STEEL SHEET PILING | | | 0048 6401.00 233.000 LF | 46.00000 10718.00| 60.00000 13980.00| PEDESTRIAN BARRIER RAIL | | | 0049 6404.00 235.000 LF | 34.00000 7990.00| 37.00000 8695.00| PEDESTRIAN RAILING (CHAIN LINK TYPE) | | | 0050 6501.00 12917.000 LS | 11990.00000 11990.00| 5500.00000 5500.00| PENETRATING PROTECTIVE CONCRETE SEALANT | | | 0051 6601.15 612.000 LF | 9.50000 5814.00| 10.00000 6120.00| 1 1/2" CONDUIT IN BRIDGE | | | 0052 8091.00 235.000 CY | 21.00000 4935.00| 29.00000 6815.00| GRANULAR BACKFILL | | | SECTION TOTALS | $ 1,061,129.40| $ 1,077,961.65| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 10 GENERAL ITEMS | | | 0053 0001.08 1180.000 BDAY| 0.50000 590.00| 0.50000 590.00| BARRICADE, TYPE II | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/05/03 PAGE : F09 -10 TABULATION OF BIDS CALL ORDER : F09 CONTRACT ID : 2908A COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 0751 |( 5 ) 1276 |( ) |JENSEN CO., INC./IRVING F. |KIEWIT WESTERN CO. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 0001.10 1886.000 BDAY| 2.65000 4997.90| 2.90000 5469.40| BARRICADE, TYPE III | | | 0055 0001.75 636.000 EACH| 0.95000 604.20| 1.00000 636.00| TEMPORARY SIGN DAY | | | 0056 0001.90 1200.000 EACH| 0.10000 120.00| 0.11000 132.00| SIGN DAY | | | 0057 0001.99 1232.000 EACH| 0.65000 800.80| 0.70000 862.40| CONTRACTOR FURNISHED SIGN DAY | | | 0058 0002.97 38.000 DAY | 142.00000 5396.00| 153.00000 5814.00| FLASHING ARROW PANEL | | | 0059 0003.51 840.000 LF | 5.48000 4603.20| 11.00000 9240.00| INSTALL CONCRETE PROTECTION BARRIER | | | 0060 0003.56 420.000 LF | 7.70000 3234.00| 3.25000 1365.00| RELOCATE CONCRETE PROTECTION BARRIER | | | 0061 0003.57 2.000 EACH| 800.00000 1600.00| 1000.00000 2000.00| RELOCATE INERTIAL BARRIER SYSTEM | | | 0062 0003.58 4.000 EACH| 1400.00000 5600.00| 1512.00000 6048.00| INERTIAL BARRIER SYSTEM | | | 0063 0003.64 5.000 EACH| 450.00000 2250.00| 486.00000 2430.00| REPLACEMENT MODULE | | | 0064 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| TRAINING | | | 0065 0030.00 LUMP| 4000.00000 4000.00| 2000.00000 2000.00| MOBILIZATION | | | 0066 A801.00 240.000 HOUR| 25.00000 6000.00| 19.00000 4560.00| CONSTRUCTION LIGHTING | | | SECTION TOTALS | $ 40,596.10| $ 41,946.80| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,213,268.83| $ 1,265,690.09| $ ====================================================================================================================================
Contracts Office
P.O. Box 94759 Lincoln, Nebraska 68509-4759
1500 Highway 2 Lincoln, Nebraska 68502
Tel (402) 479-4525
Fax (402) 479-3803
Please contact the Contracts Section with your questions/comments.
Contact Construction Divison regarding web content/problems/suggestions.