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Last Updated:
09/05/2003
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September 4, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : 2 VENDOR RANKING CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 DISTRICT : 2 CONTRACT DESCRIPTION : PROJECT(S) : EACNH-EACBR-680-9(806) I-680, MAPLE ST. TO FORT ST., OMAHA -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 0103 CHAS. VRANA & SON CONSTRUCTION CO. $ 15,416,759.67 100.0000% 2 0049 HAWKINS CONSTRUCTION COMPANY $ 15,664,915.46 101.6096% 3 1276 KIEWIT WESTERN CO. $ 16,973,373.37 110.0969% 4 3652 CEDAR VALLEY CORP. AND SUBSIDIARIES $ 17,976,408.39 116.6030% 5 0751 IRVING F. JENSEN CO., INC. $ 18,422,715.80 119.4980% NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -3 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |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| 80000.00000 80000.00| 38970.00000 38970.00| 40000.00000 40000.00 MOBILIZATION | | | 0002 1009.00 LUMP| 40000.00000 40000.00| 38760.00000 38760.00| 50000.00000 50000.00 GENERAL CLEARING AND GRUBBING | | | 0003 1010.01 238872.000 CY | 3.80000 907713.60| 3.87000 924434.64| 3.90000 931600.80 EXCAVATION (ESTABLISHED QUANTITY) | | | 0004 1011.00 689.000 MGAL| 8.00000 5512.00| 8.00000 5512.00| 8.00000 5512.00 WATER | | | 0005 1101.00 9022.000 SY | 4.50000 40599.00| 4.50000 40599.00| 3.20000 28870.40 REMOVE PAVEMENT | | | 0006 1101.25 4398.000 LF | 2.50000 10995.00| 2.50000 10995.00| 2.50000 10995.00 SAWING PAVEMENT | | | 0007 1122.01 2317.000 SY | 4.50000 10426.50| 4.50000 10426.50| 3.55000 8225.35 REMOVE CONCRETE MEDIAN SURFACING | | | 0008 1123.00 7466.000 SY | 5.30000 39569.80| 5.34000 39868.44| 4.90000 36583.40 REMOVE CONCRETE DITCH LINER | | | 0009 3017.55 51519.000 SF | 1.50000 77278.50| 2.17000 111796.23| 1.60000 82430.40 SOIL GRID CONFINEMENT SYSTEM | | | 0010 3275.20 71531.000 SY | 5.80000 414879.80| 5.55000 396997.05| 6.00000 429186.00 CRUSH CONCRETE PAVEMENT | | | 0011 7017.00 2603.000 LF | 3.00000 7809.00| 1.58000 4112.74| 2.00000 5206.00 REMOVE GUARDRAIL | | | 0012 L006.00 37.000 ACRE| 135.00000 4995.00| 136.92000 5066.04| 139.00000 5143.00 COVER CROP SEEDING | | | 0013 L020.00 12007.000 SY | 1.50000 18010.50| 1.47000 17650.29| 1.50000 18010.50 EROSION CONTROL | | | 0014 L020.01 14243.000 SY | 4.50000 64093.50| 4.32000 61529.76| 4.40000 62669.20 EROSION CONTROL, TYPE A | | | 0015 L020.10 4163.000 SY | 1.50000 6244.50| 1.58000 6577.54| 1.60000 6660.80 EROSION CONTROL, TYPE HV | | | 0016 L021.01 539.000 BALE| 13.50000 7276.50| 13.69000 7378.91| 14.00000 7546.00 EROSION CHECKS, TYPE A | | | 0017 L021.06 287.000 BALE| 12.50000 3587.50| 12.64000 3627.68| 13.00000 3731.00 EROSION CHECKS, TYPE HV | | | 0018 L022.11 4470.000 LF | 2.10000 9387.00| 2.11000 9431.70| 2.15000 9610.50 FABRIC SILT FENCE-LOW POROSITY | | | 0019 L022.12 276.000 LF | 2.60000 717.60| 2.63000 725.88| 3.00000 828.00 FABRIC SILT FENCE-HIGH POROSITY | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -4 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 L022.24 25.000 LF | 6.50000 162.50| 6.32000 158.00| 6.40000 160.00 FABRIC SILT FENCE-WP-WW-HIGH POROSITY | | | SECTION TOTALS | $ 1,749,257.80| $ 1,734,617.40| $ 1,742,968.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0021 0002.61 760.000 EACH| 25.00000 19000.00| 25.28000 19212.80| 26.00000 19760.00 PLOWABLE PAVEMENT MARKER | | | 0022 0030.30 LUMP| 250000.00000 250000.00| 905214.00000 905214.00| 317000.00000 317000.00 MOBILIZATION | | | 0023 1020.01 48.000 EACH| 14.00000 672.00| 14.22000 682.56| 15.00000 720.00 DELINEATOR, TYPE I | | | 0024 1020.02 182.000 EACH| 15.50000 2821.00| 15.54000 2828.28| 16.00000 2912.00 DELINEATOR, TYPE II | | | 0025 3017.46 3059.000 SY | 37.50000 114712.50| 44.12000 134963.08| 38.00000 116242.00 6" CONCRETE CLASS 47B-3000 IMPRINTED | | | MEDIAN SURFACING | | | 0026 3025.00 7389.000 LF | 28.00000 206892.00| 31.48000 232605.72| 38.00000 280782.00 CONCRETE CLASS 47BD-4000 MEDIAN BARRIER | | | 0027 3027.00 4.000 EACH| 3400.00000 13600.00| 1606.00000 6424.00| 2300.00000 9200.00 CONCRETE CLASS 47BD-4000 MEDIAN BARRIER | | | TRANSITION SECTION TYPE A | | | 0028 3027.03 8.000 EACH| 3500.00000 28000.00| 2207.00000 17656.00| 2900.00000 23200.00 CONCRETE CLASS 47BD-4000 MEDIAN BARRIER | | | TRANSITION SECTION TYPE B | | | 0029 3075.52 16535.000 SY | 23.50000 388572.50| 26.70000 441484.50| 30.00000 496050.00 10" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0030 3075.56 18161.000 SY | 26.90000 488530.90| 27.28000 495432.08| 32.00000 581152.00 10" DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-3500 | | | 0031 3075.72 49692.000 SY | 25.00000 1242300.00| 26.09000 1296464.28| 28.00000 1391376.00 12" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0032 3075.76 106870.000 SY | 26.10000 2789307.00| 28.13000 3006253.10| 30.00000 3206100.00 12" DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-3500 | | | 0033 3089.25 8241.000 SY | 25.00000 206025.00| 25.98000 214101.18| 33.00000 271953.00 TEMPORARY SURFACING 9" | | | 0034 3300.50 4.597 LS | 23000.00000 23000.00| 39617.00000 39617.00| 8000.00000 8000.00 PORTLAND CEMENT CONCRETE SMOOTHNESS | | | TESTING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -5 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 4024.55 55.000 LF | 70.00000 3850.00| 32.78000 1802.90| 24.00000 1320.00 FLUME SPILLWAY | | | 0036 4024.70 4.000 EACH| 2110.00000 8440.00| 1256.00000 5024.00| 1500.00000 6000.00 CONCRETE FLUME, TYPE I | | | 0037 4764.35 8041.000 LF | 6.30000 50658.30| 2.53000 20343.73| 5.30000 42617.30 4" PERFORATED PIPE UNDERDRAIN | | | 0038 6010.40 24.000 CY | 230.00000 5520.00| 215.78000 5178.72| 430.00000 10320.00 CLASS 47BD-4000 CONCRETE FOR BARRIER | | | 0039 6131.61 650.000 LB | 0.55000 357.50| 0.78000 507.00| 0.70000 455.00 EPOXY COATED REINFORCING STEEL FOR | | | BARRIER | | | 0040 7492.04 25500.000 LF | 0.60000 15300.00| 0.47000 11985.00| 0.49000 12495.00 4" WHITE THERMOPLASTIC, TYPE C | | | 0041 7492.05 21800.000 LF | 0.65000 14170.00| 0.47000 10246.00| 0.49000 10682.00 4" YELLOW THERMOPLASTIC, TYPE C | | | 0042 7500.32 12.000 EACH| 205.00000 2460.00| 205.39000 2464.68| 211.00000 2532.00 ARROW, PREFORMED PAVEMENT MARKING, TYPE | | | 4 | | | 0043 7500.38 6.000 EACH| 250.00000 1500.00| 258.00000 1548.00| 265.00000 1590.00 ONLY, PREFORMED PAVEMENT MARKING, TYPE | | | 0044 7502.14 15600.000 LF | 2.90000 45240.00| 2.74000 42744.00| 2.80000 43680.00 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4, GROOVED | | | 0045 7508.04 9300.000 LF | 6.80000 63240.00| 6.85000 63705.00| 7.00000 65100.00 12" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0046 8011.05 13804.000 SY | 8.50000 117334.00| 6.31000 87103.24| 7.00000 96628.00 CRUSHED ROCK FOUNDATION COURSE 6" | | | 0047 8011.12 11191.000 SY | 11.60000 129815.60| 12.17000 136194.47| 18.00000 201438.00 CRUSHED ROCK FOUNDATION COURSE 12" | | | 0048 8029.10 3000.000 SY | 5.80000 17400.00| 4.39000 13170.00| 4.00000 12000.00 AGGREGATE FOUNDATION COURSE-D 4" | | | 0049 8029.11 3000.000 SY | 6.90000 20700.00| 4.98000 14940.00| 5.00000 15000.00 AGGREGATE FOUNDATION COURSE-D 5" | | | 0050 8029.84 11252.000 SY | 2.70000 30380.40| 2.53000 28467.56| 2.75000 30943.00 BITUMINOUS FOUNDATION COURSE 4" | | | 0051 8029.85 61701.000 SY | 3.10000 191273.10| 2.38000 146848.38| 3.00000 185103.00 BITUMINOUS FOUNDATION COURSE 5" | | | 0052 8032.04 20444.000 SY | 2.45000 50087.80| 1.54000 31483.76| 2.75000 56221.00 CRUSHED CONCRETE FOUNDATION COURSE 4" | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -6 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 8032.05 91861.000 SY | 1.75000 160756.75| 1.41000 129524.01| 3.00000 275583.00 CRUSHED CONCRETE FOUNDATION COURSE 5" | | | 0054 8060.05 205.000 EACH| 90.00000 18450.00| 45.48000 9323.40| 108.00000 22140.00 GRANULAR SUBDRAIN | | | 0055 8060.06 20750.000 LF | 5.50000 114125.00| 2.11000 43782.50| 4.55000 94412.50 LONGITUDINAL SUBDRAIN | | | 0056 8101.50 133534.000 SY | 1.40000 186947.60| 0.87000 116174.58| 1.62000 216325.08 STABILIZED SUBGRADE | | | 0057 9005.00 200.000 TON | 48.00000 9600.00| 47.92000 9584.00| 49.00000 9800.00 ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP5(0.5) | | | 0058 9009.75 44372.000 SY | 32.00000 1419904.00| 29.03000 1288119.16| 34.00000 1508648.00 TEMPORARY SURFACING 10" | | | 0059 9111.00 657.000 MGAL| 8.00000 5256.00| 5.35000 3514.95| 14.00000 9198.00 WATER | | | 0060 9170.00 335.471 STA | 115.00000 38579.17| 115.86000 38867.67| 115.00000 38579.17 EARTH SHOULDER CONSTRUCTION | | | 0061 9173.20 57724.000 SY | 1.59000 91781.16| 0.95000 54837.80| 1.70000 98130.80 SUBGRADE PREPARATION | | | 0062 9179.34 23605.000 SY | 0.90000 21244.50| 0.90000 21244.50| 1.25000 29506.25 COLD MILLING, CLASS 4 | | | 0063 9179.54 49483.000 SY | 1.20000 59379.60| 1.16000 57400.28| 1.80000 89069.40 COLD MILLING, CLASS 4 TYPE A | | | 0064 9179.56 29104.000 SY | 2.10000 61118.40| 2.11000 61409.44| 3.20000 93132.80 COLD MILLING, CLASS 4 TYPE B | | | 0065 9190.50 5920.000 TON | 17.35000 102712.00| 14.72000 87142.40| 20.00000 118400.00 FLY ASH | | | 0066 A069.15 4901.000 LF | 3.70000 18133.70| 3.69000 18084.69| 3.75000 18378.75 1 1/2-INCH CONDUIT IN MEDIAN BARRIER | | | SECTION TOTALS | $ 8,849,147.48| $ 9,375,704.40| $ 10,139,875.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0067 0030.40 LUMP| 25000.00000 25000.00| 39845.00000 39845.00| 30000.00000 30000.00 MOBILIZATION | | | 0068 1119.00 6.000 EACH| 750.00000 4500.00| 54.00000 324.00| 400.00000 2400.00 REMOVE INLET | | | 0069 1119.50 1.000 EACH| 950.00000 950.00| 54.00000 54.00| 500.00000 500.00 REMOVE JUNCTION BOX | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -7 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 4004.50 71040.000 LB | 1.00000 71040.00| 1.25000 88800.00| 1.25000 88800.00 CAST IRON GRATE AND FRAME | | | 0071 4012.31 1.000 EACH| 4500.00000 4500.00| 1613.00000 1613.00| 1000.00000 1000.00 MODIFY JUNCTION BOX | | | 0072 4018.50 1.000 EACH| 250.00000 250.00| 138.00000 138.00| 680.00000 680.00 TAPPING EXISTING PIPE | | | 0073 4035.00 29.000 EACH| 150.00000 4350.00| 64.20000 1861.80| 90.00000 2610.00 REMOVE FLARED-END SECTION | | | 0074 4035.25 1.000 EACH| 350.00000 350.00| 185.00000 185.00| 150.00000 150.00 REMOVE AND SALVAGE FLARED-END SECTION | | | 0075 4040.00 11.000 EACH| 200.00000 2200.00| 53.90000 592.90| 140.00000 1540.00 REMOVE HEADWALLS FROM CULVERTS | | | 0076 4043.50 1477.700 LF | 12.50000 18471.25| 4.51000 6664.43| 10.00000 14777.00 REMOVE SEWER PIPE | | | 0077 4044.00 1.000 EACH| 3500.00000 3500.00| 648.00000 648.00| 2000.00000 2000.00 PREPARATION OF STRUCTURE AT STA. 240+60 | | | 0078 4051.01 28.000 CY | 60.00000 1680.00| 5.14000 143.92| 35.00000 980.00 EXCAVATION FOR BOX CULVERTS | | | 0079 4101.06 13.380 CY | 475.00000 6355.50| 286.40000 3832.03| 925.00000 12376.50 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0080 4105.59 169.300 CY | 300.00000 50790.00| 373.98000 63314.81| 447.00000 75677.10 CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0081 4107.07 7.650 CY | 600.00000 4590.00| 397.00000 3037.05| 550.00000 4207.50 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0082 4130.06 0.050 CY | 8700.00000 435.00| 3706.60000 185.33| 1000.00000 50.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | PIPE CULVERT PLUG | | | 0083 4151.00 1212.000 LB | 0.55000 666.60| 0.79000 957.48| 2.00000 2424.00 REINFORCING STEEL FOR BOX CULVERT | | | 0084 4155.50 9670.000 LB | 0.55000 5318.50| 0.31000 2997.70| 1.00000 9670.00 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0085 4157.00 602.000 LB | 2.40000 1444.80| 0.31000 186.62| 2.00000 1204.00 REINFORCING STEEL FOR COLLARS | | | 0086 4310.18 5.000 EACH| 500.00000 2500.00| 131.00000 655.00| 335.00000 1675.00 18" FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -8 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 4310.24 23.000 EACH| 550.00000 12650.00| 359.70000 8273.10| 460.00000 10580.00 24" FLARED-END SECTION | | | 0088 4310.30 3.000 EACH| 600.00000 1800.00| 431.00000 1293.00| 530.00000 1590.00 30" FLARED-END SECTION | | | 0089 4310.36 2.000 EACH| 720.00000 1440.00| 543.00000 1086.00| 550.00000 1100.00 36" FLARED-END SECTION | | | 0090 4310.42 5.000 EACH| 870.00000 4350.00| 686.00000 3430.00| 775.00000 3875.00 42" FLARED-END SECTION | | | 0091 4325.18 3.000 EACH| 430.00000 1290.00| 442.00000 1326.00| 557.00000 1671.00 18" SAFETY SLOPED END SECTION | | | 0092 4461.18 1.000 EACH| 250.00000 250.00| 336.00000 336.00| 450.00000 450.00 INSTALL 18" CONCRETE FLARED-END SECTION | | | 0093 4670.05 11.000 CY | 130.00000 1430.00| 89.24000 981.64| 110.00000 1210.00 CULVERT SANDFILL | | | 0094 4680.18 754.000 LF | 44.00000 33176.00| 59.80000 45089.20| 67.00000 50518.00 18" CORRUGATED METAL SLOTTED PIPE | | | 0095 4900.24 6.000 EACH| 550.00000 3300.00| 535.00000 3210.00| 750.00000 4500.00 AREA INLET SEDIMENT FILTER | | | 0096 P700.12 34.000 LF | 32.00000 1088.00| 19.59000 666.06| 37.00000 1258.00 12" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0097 P700.18 26.000 LF | 36.00000 936.00| 24.69000 641.94| 40.00000 1040.00 18" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0098 P700.24 5635.000 LF | 40.00000 225400.00| 27.28000 153722.80| 34.00000 191590.00 24" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0099 P700.36 64.000 LF | 60.38000 3864.32| 52.63000 3368.32| 67.00000 4288.00 36" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0100 P702.18 159.000 LF | 25.50000 4054.50| 20.18000 3208.62| 32.00000 5088.00 18" STORM SEWER PIPE, TYPE 1 | | | 0101 P702.24 86.000 LF | 35.00000 3010.00| 29.47000 2534.42| 50.00000 4300.00 24" STORM SEWER PIPE, TYPE 1 | | | 0102 P702.30 91.000 LF | 50.00000 4550.00| 43.67000 3973.97| 54.00000 4914.00 30" STORM SEWER PIPE, TYPE 1 | | | 0103 P702.42 497.000 LF | 80.00000 39760.00| 66.64000 33120.08| 82.00000 40754.00 42" STORM SEWER PIPE, TYPE 1 | | | 0104 P704.12 4.000 LF | 110.00000 440.00| 31.00000 124.00| 71.00000 284.00 12" STORM SEWER PIPE, TYPE 3,4,5 OR 6 | | | 0105 P704.18 863.000 LF | 30.00000 25890.00| 21.67000 18701.21| 26.00000 22438.00 18" STORM SEWER PIPE, TYPE 3,4,5 OR 6 | | | 0106 P704.30 245.000 LF | 50.00000 12250.00| 26.08000 6389.60| 53.00000 12985.00 30" STORM SEWER PIPE, TYPE 3,4,5 OR 6 | | | SECTION TOTALS | $ 589,820.47| $ 507,512.03| $ 617,154.10 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -9 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0107 0030.50 LUMP| 500.00000 500.00| 1.00000 1.00| 100.00000 100.00 MOBILIZATION | | | 0108 L001.01 35.000 ACRE| 410.00000 14350.00| 410.77000 14376.95| 417.00000 14595.00 SEEDING, TYPE A | | | 0109 L001.02 9.000 ACRE| 440.00000 3960.00| 435.00000 3915.00| 442.00000 3978.00 SEEDING, TYPE B | | | 0110 L020.07 3597.000 SY | 3.00000 10791.00| 3.05000 10970.85| 3.10000 11150.70 EROSION CONTROL, TYPE B-1 | | | 0111 L032.75 99.000 TON | 70.00000 6930.00| 68.46000 6777.54| 70.00000 6930.00 MULCH | | | SECTION TOTALS | $ 36,531.00| $ 36,041.34| $ 36,753.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 116+83.18 2-124'6" SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0112 0030.60 LUMP| 50000.00000 50000.00| 184626.00000 184626.00| 130000.00000 130000.00 MOBILIZATION | | | 0113 3050.16 608.200 CY | 235.00000 142927.00| 143.89000 87513.90| 175.00000 106435.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-5000 | | | 0114 3051.10 58535.000 LB | 0.52000 30438.20| 0.54000 31608.90| 0.70000 40974.50 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0115 6000.10 350.000 LS | 8500.00000 8500.00| 6837.00000 6837.00| 15000.00000 15000.00 ABUTMENT NO.1 EXCAVATION | | | 0116 6000.11 350.000 LS | 8500.00000 8500.00| 6837.00000 6837.00| 15000.00000 15000.00 ABUTMENT NO.2 EXCAVATION | | | 0117 6000.20 490.000 LS | 14000.00000 14000.00| 14228.00000 14228.00| 25000.00000 25000.00 PIER NO.1 EXCAVATION | | | 0118 6005.35 280.200 LF | 33.00000 9246.60| 32.18000 9016.84| 40.00000 11208.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0119 6010.22 746.200 CY | 293.00000 218636.60| 207.94000 155164.83| 425.00000 317135.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0120 6010.28 1100.500 CY | 328.00000 360964.00| 209.80000 230884.90| 375.00000 412687.50 CLASS 47BD-5000 CONCRETE FOR BRIDGE | | | 0121 6011.11 627.800 LS | 430000.00000 430000.00| 399866.00000 399866.00| 425000.00000 425000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 116+83.18 | | | 0122 6030.00 1.000 EACH| 65000.00000 65000.00| 59073.00000 59073.00| 95000.00000 95000.00 PREPARATION OF BRIDGE AT STA. 116+83.18 | | | LT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -10 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0123 6030.01 1.000 EACH| 65000.00000 65000.00| 59073.00000 59073.00| 95000.00000 95000.00 PREPARATION OF BRIDGE AT STA. 116+83.18 | | | RT. | | | 0124 6080.00 2355.000 LB | 0.94000 2213.70| 1.83000 4309.65| 12.50000 29437.50 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0125 6095.00 24.000 EACH| 700.00000 16800.00| 622.30000 14935.20| 735.00000 17640.00 STEEL DIAPHRAGM | | | 0126 6107.00 1283.000 SY | 40.00000 51320.00| 37.30000 47855.90| 65.00000 83395.00 CONCRETE SLOPE PROTECTION | | | 0127 6131.50 242675.000 LB | 0.55000 133471.25| 0.60000 145605.00| 0.60000 145605.00 EPOXY COATED REINFORCING STEEL | | | 0128 6139.50 270.300 SY | 25.00000 6757.50| 13.47000 3640.94| 25.00000 6757.50 SUBSURFACE DRAINAGE MATTING | | | 0129 6210.50 16000.000 LF | 22.00000 352000.00| 20.77000 332320.00| 26.50000 424000.00 PIPE PILING | | | 0130 6501.00 12760.000 LS | 11000.00000 11000.00| 7278.00000 7278.00| 12000.00000 12000.00 PENETRATING PROTECTIVE CONCRETE SEALANT | | | 0131 6510.60 111.100 LS | 25000.00000 25000.00| 28620.00000 28620.00| 35000.00000 35000.00 BRIDGE SHORING | | | 0132 6600.03 361.000 LF | 10.50000 3790.50| 10.85000 3916.85| 11.00000 3971.00 3" CONDUIT IN BRIDGE | | | 0133 6601.15 722.000 LF | 9.00000 6498.00| 8.98000 6483.56| 9.10000 6570.20 1 1/2" CONDUIT IN BRIDGE | | | 0134 8091.00 665.000 CY | 34.00000 22610.00| 11.53000 7667.45| 27.00000 17955.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 2,034,673.35| $ 1,847,361.92| $ 2,470,771.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6A BRIDGE AT STA. 116+83.18 2-124'6" SPANS, ROLLED BEAM STEEL GIRDER BRIDGE | | | 0135 0030.60 LUMP| | | MOBILIZATION | | | 0136 3050.15 608.300 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0137 3051.10 58530.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0138 6000.10 350.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -11 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0139 6000.11 350.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0140 6000.20 490.000 LS | | | PIER NO.1 EXCAVATION | | | 0141 6005.35 280.200 LF | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0142 6005.83 13.000 EACH| | | FIXED BEARING | | | 0143 6010.22 735.300 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0144 6010.26 1030.600 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0145 6030.00 1.000 EACH| | | PREPARATION OF BRIDGE AT STA. 116+83.18 | | | LT. | | | 0146 6030.01 1.000 EACH| | | PREPARATION OF BRIDGE AT STA. 116+83.18 | | | RT. | | | 0147 6071.12 1267125.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 116+83.18 | | | 0148 6080.00 2590.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0149 6107.00 1283.000 SY | | | CONCRETE SLOPE PROTECTION | | | 0150 6131.50 248885.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0151 6139.50 270.000 SY | | | SUBSURFACE DRAINAGE MATTING | | | 0152 6210.50 15000.000 LF | | | PIPE PILING | | | 0153 6501.00 16965.000 LS | | | PENETRATING PROTECTIVE CONCRETE SEALANT | | | 0154 6510.60 111.100 LS | | | BRIDGE SHORING | | | 0155 6600.03 361.000 LF | | | 3" CONDUIT IN BRIDGE | | | 0156 6601.15 722.000 LF | | | 1 1/2" CONDUIT IN BRIDGE | | | 0157 8091.00 665.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 7 GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -12 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0158 0030.70 LUMP| 500.00000 500.00| 1529.00000 1529.00| 400.00000 400.00 MOBILIZATION | | | 0159 7011.20 12.500 LF | 35.00000 437.50| 26.33000 329.13| 36.00000 450.00 W-BEAM GUARDRAIL | | | 0160 7015.00 605.000 LF | 7.10000 4295.50| 7.37000 4458.85| 7.60000 4598.00 CABLE GUARDRAIL | | | 0161 7020.00 2.000 EACH| 2000.00000 4000.00| 1896.00000 3792.00| 2017.00000 4034.00 BRIDGE APPROACH SECTIONS | | | 0162 7023.00 2.000 EACH| 1000.00000 2000.00| 1580.00000 3160.00| 1013.00000 2026.00 TERMINAL ANCHORAGE SECTIONS | | | 0163 7024.25 2.000 EACH| 2000.00000 4000.00| 1791.00000 3582.00| 2124.00000 4248.00 GUARDRAIL END TREATMENT, TYPE I | | | SECTION TOTALS | $ 15,233.00| $ 16,850.98| $ 15,756.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 7B FENCE | | | 0164 0030.71 LUMP| 520.00000 520.00| 59.00000 59.00| 540.00000 540.00 MOBILIZATION | | | 0165 7110.05 742.000 LF | 6.50000 4823.00| 10.53000 7813.26| 6.58000 4882.36 5 FOOT CHAIN-LINK FENCE | | | 0166 7115.05 1.000 EACH| 78.00000 78.00| 132.00000 132.00| 80.00000 80.00 END POST FOR 5 FOOT CHAIN-LINK FENCE | | | 0167 7116.05 1.000 EACH| 105.00000 105.00| 158.00000 158.00| 107.00000 107.00 CORNER POST FOR 5 FOOT CHAIN-LINK FENCE | | | 0168 7117.05 2.000 EACH| 110.00000 220.00| 158.00000 316.00| 107.00000 214.00 PULL POST FOR 5 FOOT CHAIN-LINK FENCE | | | SECTION TOTALS | $ 5,746.00| $ 8,478.26| $ 5,823.36 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 8B ELECTRICAL | | | 0169 0003.76 1.000 EACH| 30000.00000 30000.00| 22645.00000 22645.00| 23000.00000 23000.00 TEMPORARY TRAFFIC SIGNAL AT MAPLE | | | STREET & I-680 SB RAMP | | | 0170 0003.77 1.000 EACH| 30000.00000 30000.00| 21276.00000 21276.00| 21600.00000 21600.00 TEMPORARY TRAFFIC SIGNAL AT MAPLE | | | STREET & I-680 NB RAMP | | | 0171 0030.81 LUMP| 10000.00000 10000.00| 3395.00000 3395.00| 3450.00000 3450.00 MOBILIZATION | | | 0172 A001.01 4.000 EACH| 560.00000 2240.00| 579.00000 2316.00| 589.00000 2356.00 PULL BOX, TYPE PB-1 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -13 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0173 A001.02 3.000 EACH| 530.00000 1590.00| 548.00000 1644.00| 556.00000 1668.00 PULL BOX, TYPE PB-1A | | | 0174 A001.12 12.000 EACH| 370.00000 4440.00| 384.44000 4613.28| 390.00000 4680.00 PULL BOX, TYPE PB-5 | | | 0175 A001.15 9.000 EACH| 440.00000 3960.00| 442.00000 3978.00| 449.00000 4041.00 PULL BOX, TYPE PB-6A | | | 0176 A001.16 13.000 EACH| 440.00000 5720.00| 442.37000 5750.81| 449.00000 5837.00 PULL BOX, TYPE PB-6 | | | 0177 A002.42 2.000 EACH| 7300.00000 14600.00| 7562.00000 15124.00| 7680.00000 15360.00 EMERGENCY VEHICLE PREEMPTION SYSTEM | | | 0178 A004.00 17.000 EACH| 650.00000 11050.00| 661.44000 11244.48| 672.00000 11424.00 TRAFFIC SIGNAL, TYPE TS-1 | | | 0179 A004.10 2.000 EACH| 550.00000 1100.00| 563.00000 1126.00| 572.00000 1144.00 TRAFFIC SIGNAL, TYPE TS-1A | | | 0180 A005.25 2.000 EACH| 11000.00000 22000.00| 11375.00000 22750.00| 11550.00000 23100.00 TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | | | 0181 A006.98 4.000 EACH| 210.00000 840.00| 211.00000 844.00| 215.00000 860.00 VEHICLE DETECTOR, TYPE A PREFORMED | | | 0182 A007.00 16.000 EACH| 225.00000 3600.00| 226.45000 3623.20| 230.00000 3680.00 VEHICLE DETECTOR, TYPE B PREFORMED | | | 0183 A007.15 5.000 EACH| 550.00000 2750.00| 558.00000 2790.00| 567.00000 2835.00 VEHICLE DETECTOR, TYPE TD-5 | | | 0184 A007.16 1.000 EACH| 1300.00000 1300.00| 1311.00000 1311.00| 1332.00000 1332.00 VEHICLE DETECTOR, TYPE TD-5A | | | 0185 A008.76 1.000 EACH| 1200.00000 1200.00| 1227.00000 1227.00| 1246.00000 1246.00 STREET LIGHTING UNIT, TYPE SL-S-40-4-0. | | | 20 | | | 0186 A009.73 29.000 EACH| 1550.00000 44950.00| 1558.82000 45205.78| 1584.00000 45936.00 STREET LIGHTING UNIT, TYPE SL-S-45-6 & | | | 6-0.20 | | | 0187 A009.82 2.000 EACH| 2300.00000 4600.00| 2396.00000 4792.00| 2435.00000 4870.00 STREET LIGHTING UNIT, TYPE | | | SL-BT-50-12-0.40 | | | 0188 A010.20 32.000 EACH| 730.00000 23360.00| 737.28000 23592.96| 749.00000 23968.00 LUMINAIRE, TYPE HML-A-1KW | | | 0189 A010.26 16.000 EACH| 730.00000 11680.00| 747.81000 11964.96| 760.00000 12160.00 LUMINAIRE, TYPE HML-V-1KW | | | 0190 A010.60 8.000 EACH| 450.00000 3600.00| 458.00000 3664.00| 465.00000 3720.00 UNDERDECK LUMINAIRE, TYPE UD-100 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -14 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0191 A016.55 2.000 EACH| 5000.00000 10000.00| 5000.00000 10000.00| 5100.00000 10200.00 MAST ARM SIGNAL POLE, TYPE MP-35 | | | 0192 A016.75 4.000 EACH| 7000.00000 28000.00| 7267.00000 29068.00| 7400.00000 29600.00 MAST ARM SIGNAL POLE, TYPE MP-55 | | | 0193 A018.81 6.000 EACH| 2750.00000 16500.00| 2881.00000 17286.00| 2900.00000 17400.00 FOUNDATION DESIGN | | | 0194 A018.82 90.000 CY | 150.00000 13500.00| 136.92000 12322.80| 139.00000 12510.00 CONCRETE FOR FOUNDATION | | | 0195 A018.83 7278.000 LB | 1.50000 10917.00| 1.42000 10334.76| 1.45000 10553.10 REINFORCING STEEL | | | 0196 A018.84 36.000 EACH| 215.00000 7740.00| 213.81000 7697.16| 217.00000 7812.00 ANCHOR BOLTS | | | 0197 A020.17 2.000 EACH| 1750.00000 3500.00| 1763.00000 3526.00| 1790.00000 3580.00 LIGHTING CONTROL CENTER, TYPE P | | | 0198 A020.35 1.000 EACH| 1790.00000 1790.00| 1791.00000 1791.00| 1820.00000 1820.00 LIGHTING CONTROL CENTER, TYPE R-1 | | | 0199 A020.36 2.000 EACH| 5000.00000 10000.00| 5108.00000 10216.00| 5200.00000 10400.00 LIGHTING CONTROL CENTER, TYPE R-2 | | | 0200 A070.10 4220.000 LF | 3.45000 14559.00| 3.58000 15107.60| 3.60000 15192.00 1 1/2-INCH CONDUIT IN TRENCH | | | 0201 A070.14 1552.000 LF | 3.70000 5742.40| 3.69000 5726.88| 3.75000 5820.00 2-INCH CONDUIT IN TRENCH | | | 0202 A070.18 1983.000 LF | 4.60000 9121.80| 4.63000 9181.29| 4.70000 9320.10 3-INCH CONDUIT IN TRENCH | | | 0203 A072.10 910.000 LF | 3.50000 3185.00| 3.58000 3257.80| 4.00000 3640.00 1 1/2-INCH CONDUIT UNDER ROADWAY | | | 0204 A072.14 371.000 LF | 3.50000 1298.50| 3.58000 1328.18| 4.00000 1484.00 2-INCH CONDUIT UNDER ROADWAY | | | 0205 A072.18 532.000 LF | 5.10000 2713.20| 5.16000 2745.12| 5.25000 2793.00 3-INCH CONDUIT UNDER ROADWAY | | | 0206 A077.13 120.000 LF | 0.95000 114.00| 0.95000 114.00| 1.00000 120.00 3/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0207 A077.26 857.000 LF | 1.45000 1242.65| 1.47000 1259.79| 1.50000 1285.50 16/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0208 A079.01 679.000 LF | 0.80000 543.20| 0.79000 536.41| 0.80000 543.20 2/C #14 AWG DETECTOR LEAD-IN CABLE | | | 0209 A079.07 384.000 LF | 1.40000 537.60| 1.16000 445.44| 1.25000 480.00 OPTICAL DETECTOR CABLE | | | 0210 A079.21 120.000 LF | 1.80000 216.00| 1.47000 176.40| 1.50000 180.00 COAXIAL CABLE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -15 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0211 A079.50 647.000 LF | 0.70000 452.90| 0.63000 407.61| 0.70000 452.90 GROUNDING CONDUCTOR | | | 0212 A079.55 2562.000 LF | 0.45000 1152.90| 0.42000 1076.04| 0.45000 1152.90 SERVICE CABLE | | | 0213 A080.10 12470.000 LF | 1.00000 12470.00| 1.00000 12470.00| 1.00000 12470.00 STREET LIGHTING CABLE, NO. 2 USE | | | 0214 A080.22 12290.000 LF | 0.62000 7619.80| 0.63000 7742.70| 0.65000 7988.50 STREET LIGHTING CABLE, NO. 6 BARE | | | 0215 A080.24 19790.000 LF | 0.65000 12863.50| 0.63000 12467.70| 0.65000 12863.50 STREET LIGHTING CABLE, NO. 6 USE | | | 0216 A081.00 2872.000 LF | 0.90000 2584.80| 0.84000 2412.48| 0.86000 2469.92 6 PAIR COMMUNICATION CABLE | | | 0217 A507.20 2.000 EACH| 810.00000 1620.00| 841.00000 1682.00| 854.00000 1708.00 INSTALL VIDEO CAMERA | | | 0218 A610.00 1.000 EACH| 3200.00000 3200.00| 3265.00000 3265.00| 3300.00000 3300.00 REMOVE TRAFFIC SIGNAL AT I-680 & MAPLE | | | STREET | | | 0219 A620.02 1.000 EACH| 950.00000 950.00| 948.00000 948.00| 963.00000 963.00 REMOVE LIGHTING CONTROL CENTER TYPE A | | | 0220 A620.03 1.000 EACH| 980.00000 980.00| 948.00000 948.00| 963.00000 963.00 REMOVE LIGHTING CONTROL CENTER TYPE B | | | 0221 A630.20 2.000 EACH| 150.00000 300.00| 105.00000 210.00| 108.00000 216.00 REMOVE PULL BOX | | | 0222 A700.20 6.000 EACH| 1280.00000 7680.00| 1285.00000 7710.00| 1300.00000 7800.00 RELOCATE STREET LIGHTING UNIT | | | 0223 A706.00 2.000 EACH| 210.00000 420.00| 211.00000 422.00| 214.00000 428.00 RELOCATE PULL BOX | | | 0224 A750.10 6.000 EACH| 12800.00000 76800.00| 12665.00000 75990.00| 12900.00000 77400.00 MODIFY HIGH MAST TOWER TYPE A | | | 0225 A800.70 762.000 DAY | 8.60000 6553.20| 8.95000 6819.90| 9.10000 6934.20 MAINTENANCE OF LIGHTING UNITS | | | SECTION TOTALS | $ 511,447.45| $ 491,569.53| $ 500,109.82 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 8C SIGNING | | | 0226 0030.82 LUMP| 3000.00000 3000.00| 6266.00000 6266.00| 25000.00000 25000.00 MOBILIZATION | | | 0227 7308.00 2.000 EACH| 3000.00000 6000.00| 1401.00000 2802.00| 1160.00000 2320.00 REMOVE SIGN, STRUCTURE, AND FOUNDATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -16 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0228 7308.10 1.000 EACH| 400.00000 400.00| 474.00000 474.00| 210.00000 210.00 REMOVE SIGN | | | 0229 7312.00 1.000 EACH| 34000.00000 34000.00| 41393.00000 41393.00| 40000.00000 40000.00 OVERHEAD SIGN SUPPORT, LOCATION 1 | | | 0230 7312.01 1.000 EACH| 9000.00000 9000.00| 10217.00000 10217.00| 9500.00000 9500.00 OVERHEAD SIGN SUPPORT, LOCATION 5 | | | 0231 7312.02 1.000 EACH| 18000.00000 18000.00| 23382.00000 23382.00| 19000.00000 19000.00 OVERHEAD SIGN SUPPORT, LOCATION 6 | | | 0232 7312.03 1.000 EACH| 16900.00000 16900.00| 23382.00000 23382.00| 17000.00000 17000.00 OVERHEAD SIGN SUPPORT, LOCATION 8 | | | 0233 7312.04 1.000 EACH| 17000.00000 17000.00| 22434.00000 22434.00| 16000.00000 16000.00 OVERHEAD SIGN SUPPORT, LOCATION 9 | | | 0234 7312.05 1.000 EACH| 17200.00000 17200.00| 23698.00000 23698.00| 17000.00000 17000.00 OVERHEAD SIGN SUPPORT, LOCATION 11 | | | 0235 7312.06 1.000 EACH| 11500.00000 11500.00| 13692.00000 13692.00| 12000.00000 12000.00 OVERHEAD SIGN SUPPORT, LOCATION 12 | | | 0236 7312.07 1.000 EACH| 35000.00000 35000.00| 40656.00000 40656.00| 39000.00000 39000.00 OVERHEAD SIGN SUPPORT, LOCATION 16 | | | 0237 7312.08 1.000 EACH| 35100.00000 35100.00| 40656.00000 40656.00| 41000.00000 41000.00 OVERHEAD SIGN SUPPORT, LOCATION 17 | | | 0238 7312.09 1.000 EACH| 35500.00000 35500.00| 41972.00000 41972.00| 41000.00000 41000.00 OVERHEAD SIGN SUPPORT, LOCATION 24 | | | 0239 7322.01 218.667 SY | 120.00000 26240.04| 170.63000 37311.15| 116.00000 25365.37 TYPE B SIGN | | | 0240 7340.00 3015.000 LB | 1.50000 4522.50| 1.90000 5728.50| 1.34000 4040.10 STRUCTURAL STEEL FOR SIGN SUPPORTS | | | 0241 7360.24 16.000 EACH| 550.00000 8800.00| 473.97000 7583.52| 551.00000 8816.00 24" SIGN SUPPORT FOOTING | | | 0242 7390.10 4.000 EACH| 200.00000 800.00| 632.00000 2528.00| 245.00000 980.00 REMOVE SIGN, POST, AND FOOTING | | | 0243 A010.08 20.000 EACH| 840.00000 16800.00| 753.08000 15061.60| 856.00000 17120.00 LUMINAIRE, TYPE HPS-150 | | | 0244 A018.82 100.000 CY | 320.00000 32000.00| 210.65000 21065.00| 369.00000 36900.00 CONCRETE FOR FOUNDATION | | | 0245 A018.83 11400.000 LB | 0.90000 10260.00| 1.79000 20406.00| 0.70000 7980.00 REINFORCING STEEL | | | SECTION TOTALS | $ 338,022.54| $ 400,707.77| $ 380,231.47 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 10 GENERAL ITEMS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -17 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0246 0001.08 154845.000 BDAY| 0.40000 61938.00| 0.40000 61938.00| 0.40000 61938.00 BARRICADE, TYPE II | | | 0247 0001.10 15576.000 BDAY| 1.60000 24921.60| 1.63000 25388.88| 1.67000 26011.92 BARRICADE, TYPE III | | | 0248 0001.75 1060.000 EACH| 3.20000 3392.00| 3.27000 3466.20| 3.35000 3551.00 TEMPORARY SIGN DAY | | | 0249 0001.90 47360.000 EACH| 0.15000 7104.00| 0.13000 6156.80| 0.13000 6156.80 SIGN DAY | | | 0250 0001.99 6416.000 EACH| 1.05000 6736.80| 1.05000 6736.80| 1.10000 7057.60 CONTRACTOR FURNISHED SIGN DAY | | | 0251 0002.30 115500.000 LF | 0.25000 28875.00| 0.26000 30030.00| 0.27000 31185.00 PAVEMENT MARKING REMOVAL | | | 0252 0002.44 221200.000 LF | 0.06000 13272.00| 0.06000 13272.00| 0.07000 15484.00 TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0253 0002.47 122000.000 LF | 0.23000 28060.00| 0.23000 28060.00| 0.24000 29280.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0254 0002.97 100.000 DAY | 135.00000 13500.00| 131.66000 13166.00| 135.00000 13500.00 FLASHING ARROW PANEL | | | 0255 0003.10 200.000 DAY | 220.00000 44000.00| 304.89000 60978.00| 290.00000 58000.00 FLAGGING | | | 0256 0003.50 18212.500 LF | 40.00000 728500.00| 39.90000 726678.75| 26.00000 473525.00 CONCRETE PROTECTION BARRIER | | | 0257 0003.51 350.000 LF | 13.00000 4550.00| 1.92000 672.00| 15.00000 5250.00 INSTALL CONCRETE PROTECTION BARRIER | | | 0258 0003.53 8460.000 LF | 5.60000 47376.00| 5.58000 47206.80| 5.70000 48222.00 TEMPORARY GLARE SCREEN | | | 0259 0003.56 38862.500 LF | 1.50000 58293.75| 1.92000 74616.00| 2.00000 77725.00 RELOCATE CONCRETE PROTECTION BARRIER | | | 0260 0003.57 14.000 EACH| 630.00000 8820.00| 631.95000 8847.30| 650.00000 9100.00 RELOCATE INERTIAL BARRIER SYSTEM | | | 0261 0003.58 9.000 EACH| 1471.27000 13241.43| 1475.00000 13275.00| 1500.00000 13500.00 INERTIAL BARRIER SYSTEM | | | 0262 0003.64 5.000 EACH| 580.00000 2900.00| 579.00000 2895.00| 600.00000 3000.00 REPLACEMENT MODULE | | | 0263 0005.10 762.000 DAY | 80.00000 60960.00| 80.05000 60998.10| 82.00000 62484.00 TRAFFIC CONTROL MANAGEMENT | | | 0264 0010.04 1.000 EACH| 4640.00000 4640.00| 1.00000 1.00| 8500.00000 8500.00 FIELD OFFICE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -18 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 1 ) 0103 |( 2 ) 0049 |( 3 ) 1276 |VRANA & SON CONSTRUCTION CO |HAWKINS CONSTRUCTION COMPAN |KIEWIT WESTERN CO. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0265 0020.00 2000.000 HOUR| 0.80000 1600.00| 0.80000 1600.00| 0.80000 1600.00 TRAINING | | | 0266 0030.00 LUMP| 15000.00000 15000.00| 14746.00000 14746.00| 50000.00000 50000.00 MOBILIZATION | | | 0267 9110.01 60.000 HOUR| 115.00000 6900.00| 105.33000 6319.80| 110.00000 6600.00 RENTAL OF LOADER, FULLY OPERATED | | | 0268 9110.02 20.000 HOUR| 115.00000 2300.00| 105.33000 2106.60| 122.00000 2440.00 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0269 9110.03 60.000 HOUR| 80.00000 4800.00| 63.20000 3792.00| 55.00000 3300.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0270 9110.06 40.000 HOUR| 95.00000 3800.00| 105.33000 4213.20| 120.00000 4800.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0271 9110.07 60.000 HOUR| 90.00000 5400.00| 115.86000 6951.60| 62.00000 3720.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | 0272 A801.00 2000.000 HOUR| 43.00000 86000.00| 10.98000 21960.00| 19.00000 38000.00 CONSTRUCTION LIGHTING | | | SECTION TOTALS | $ 1,286,880.58| $ 1,246,071.83| $ 1,063,930.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 15,416,759.67| $ 15,664,915.46| $ 16,973,373.37 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -19 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 0751 |( ) |CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. | 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| 19800.00000 19800.00| 190000.00000 190000.00| MOBILIZATION | | | 0002 1009.00 LUMP| 36800.00000 36800.00| 40000.00000 40000.00| GENERAL CLEARING AND GRUBBING | | | 0003 1010.01 238872.000 CY | 3.67000 876660.24| 4.00000 955488.00| EXCAVATION (ESTABLISHED QUANTITY) | | | 0004 1011.00 689.000 MGAL| 8.00000 5512.00| 8.00000 5512.00| WATER | | | 0005 1101.00 9022.000 SY | 2.95000 26614.90| 4.40000 39696.80| REMOVE PAVEMENT | | | 0006 1101.25 4398.000 LF | 2.50000 10995.00| 2.50000 10995.00| SAWING PAVEMENT | | | 0007 1122.01 2317.000 SY | 3.30000 7646.10| 4.27000 9893.59| REMOVE CONCRETE MEDIAN SURFACING | | | 0008 1123.00 7466.000 SY | 4.50000 33597.00| 5.07000 37852.62| REMOVE CONCRETE DITCH LINER | | | 0009 3017.55 51519.000 SF | 1.46000 75217.74| 1.46000 75217.74| SOIL GRID CONFINEMENT SYSTEM | | | 0010 3275.20 71531.000 SY | 6.00000 429186.00| 6.55000 468528.05| CRUSH CONCRETE PAVEMENT | | | 0011 7017.00 2603.000 LF | 1.50000 3904.50| 1.50000 3904.50| REMOVE GUARDRAIL | | | 0012 L006.00 37.000 ACRE| 65.00000 2405.00| 130.00000 4810.00| COVER CROP SEEDING | | | 0013 L020.00 12007.000 SY | 1.42000 17049.94| 1.40000 16809.80| EROSION CONTROL | | | 0014 L020.01 14243.000 SY | 3.45000 49138.35| 4.10000 58396.30| EROSION CONTROL, TYPE A | | | 0015 L020.10 4163.000 SY | 1.50000 6244.50| 1.50000 6244.50| EROSION CONTROL, TYPE HV | | | 0016 L021.01 539.000 BALE| 15.00000 8085.00| 13.00000 7007.00| EROSION CHECKS, TYPE A | | | 0017 L021.06 287.000 BALE| 15.00000 4305.00| 12.00000 3444.00| EROSION CHECKS, TYPE HV | | | 0018 L022.11 4470.000 LF | 2.15000 9610.50| 2.00000 8940.00| FABRIC SILT FENCE-LOW POROSITY | | | 0019 L022.12 276.000 LF | 4.00000 1104.00| 2.50000 690.00| FABRIC SILT FENCE-HIGH POROSITY | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -20 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 0751 |( ) |CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0020 L022.24 25.000 LF | 25.00000 625.00| 6.00000 150.00| FABRIC SILT FENCE-WP-WW-HIGH POROSITY | | | SECTION TOTALS | $ 1,624,500.77| $ 1,943,579.90| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0021 0002.61 760.000 EACH| 24.00000 18240.00| 24.00000 18240.00| PLOWABLE PAVEMENT MARKER | | | 0022 0030.30 LUMP| 657200.00000 657200.00| 613000.00000 613000.00| MOBILIZATION | | | 0023 1020.01 48.000 EACH| 13.50000 648.00| 13.50000 648.00| DELINEATOR, TYPE I | | | 0024 1020.02 182.000 EACH| 14.75000 2684.50| 14.75000 2684.50| DELINEATOR, TYPE II | | | 0025 3017.46 3059.000 SY | 35.70000 109206.30| 35.70000 109206.30| 6" CONCRETE CLASS 47B-3000 IMPRINTED | | | MEDIAN SURFACING | | | 0026 3025.00 7389.000 LF | 35.00000 258615.00| 35.00000 258615.00| CONCRETE CLASS 47BD-4000 MEDIAN BARRIER | | | 0027 3027.00 4.000 EACH| 2108.00000 8432.00| 2108.00000 8432.00| CONCRETE CLASS 47BD-4000 MEDIAN BARRIER | | | TRANSITION SECTION TYPE A | | | 0028 3027.03 8.000 EACH| 2641.00000 21128.00| 2641.00000 21128.00| CONCRETE CLASS 47BD-4000 MEDIAN BARRIER | | | TRANSITION SECTION TYPE B | | | 0029 3075.52 16535.000 SY | 35.09000 580213.15| 29.10000 481168.50| 10" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0030 3075.56 18161.000 SY | 35.84000 650890.24| 34.00000 617474.00| 10" DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-3500 | | | 0031 3075.72 49692.000 SY | 33.54000 1666669.68| 36.00000 1788912.00| 12" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0032 3075.76 106870.000 SY | 35.29000 3771442.30| 39.00000 4167930.00| 12" DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-3500 | | | 0033 3089.25 8241.000 SY | 27.12000 223495.92| 27.83000 229347.03| TEMPORARY SURFACING 9" | | | 0034 3300.50 4.597 LS | 16100.00000 16100.00| 11000.00000 11000.00| PORTLAND CEMENT CONCRETE SMOOTHNESS | | | TESTING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -21 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 0751 |( ) |CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0035 4024.55 55.000 LF | 20.00000 1100.00| 18.00000 990.00| FLUME SPILLWAY | | | 0036 4024.70 4.000 EACH| 1200.00000 4800.00| 1300.00000 5200.00| CONCRETE FLUME, TYPE I | | | 0037 4764.35 8041.000 LF | 4.95000 39802.95| 4.95000 39802.95| 4" PERFORATED PIPE UNDERDRAIN | | | 0038 6010.40 24.000 CY | 235.50000 5652.00| 235.50000 5652.00| CLASS 47BD-4000 CONCRETE FOR BARRIER | | | 0039 6131.61 650.000 LB | 0.82000 533.00| 0.82000 533.00| EPOXY COATED REINFORCING STEEL FOR | | | BARRIER | | | 0040 7492.04 25500.000 LF | 0.45000 11475.00| 0.45000 11475.00| 4" WHITE THERMOPLASTIC, TYPE C | | | 0041 7492.05 21800.000 LF | 0.45000 9810.00| 0.45000 9810.00| 4" YELLOW THERMOPLASTIC, TYPE C | | | 0042 7500.32 12.000 EACH| 195.00000 2340.00| 195.00000 2340.00| ARROW, PREFORMED PAVEMENT MARKING, TYPE | | | 4 | | | 0043 7500.38 6.000 EACH| 245.00000 1470.00| 245.00000 1470.00| ONLY, PREFORMED PAVEMENT MARKING, TYPE | | | 0044 7502.14 15600.000 LF | 2.60000 40560.00| 2.60000 40560.00| 4" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4, GROOVED | | | 0045 7508.04 9300.000 LF | 6.50000 60450.00| 6.50000 60450.00| 12" WHITE PREFORMED PAVEMENT MARKING, | | | TYPE 4 | | | 0046 8011.05 13804.000 SY | 7.66000 105738.64| 6.46000 89173.84| CRUSHED ROCK FOUNDATION COURSE 6" | | | 0047 8011.12 11191.000 SY | 14.09000 157681.19| 12.63000 141342.33| CRUSHED ROCK FOUNDATION COURSE 12" | | | 0048 8029.10 3000.000 SY | 4.11000 12330.00| 4.50000 13500.00| AGGREGATE FOUNDATION COURSE-D 4" | | | 0049 8029.11 3000.000 SY | 4.80000 14400.00| 5.50000 16500.00| AGGREGATE FOUNDATION COURSE-D 5" | | | 0050 8029.84 11252.000 SY | 3.02000 33981.04| 3.80000 42757.60| BITUMINOUS FOUNDATION COURSE 4" | | | 0051 8029.85 61701.000 SY | 3.42000 211017.42| 3.00000 185103.00| BITUMINOUS FOUNDATION COURSE 5" | | | 0052 8032.04 20444.000 SY | 2.31000 47225.64| 2.00000 40888.00| CRUSHED CONCRETE FOUNDATION COURSE 4" | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -22 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 0751 |( ) |CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0053 8032.05 91861.000 SY | 2.54000 233326.94| 2.00000 183722.00| CRUSHED CONCRETE FOUNDATION COURSE 5" | | | 0054 8060.05 205.000 EACH| 100.00000 20500.00| 100.00000 20500.00| GRANULAR SUBDRAIN | | | 0055 8060.06 20750.000 LF | 4.25000 88187.50| 4.25000 88187.50| LONGITUDINAL SUBDRAIN | | | 0056 8101.50 133534.000 SY | 2.24000 299116.16| 1.99000 265732.66| STABILIZED SUBGRADE | | | 0057 9005.00 200.000 TON | 45.50000 9100.00| 45.50000 9100.00| ASPHALTIC CONCRETE FOR PATCHING, TYPE | | | SP5(0.5) | | | 0058 9009.75 44372.000 SY | 29.35000 1302318.20| 29.98000 1330272.56| TEMPORARY SURFACING 10" | | | 0059 9111.00 657.000 MGAL| 12.00000 7884.00| 10.00000 6570.00| WATER | | | 0060 9170.00 335.471 STA | 110.00000 36901.81| 110.00000 36901.81| EARTH SHOULDER CONSTRUCTION | | | 0061 9173.20 57724.000 SY | 2.41000 139114.84| 1.50000 86586.00| SUBGRADE PREPARATION | | | 0062 9179.34 23605.000 SY | 0.85000 20064.25| 0.85000 20064.25| COLD MILLING, CLASS 4 | | | 0063 9179.54 49483.000 SY | 1.10000 54431.30| 1.10000 54431.30| COLD MILLING, CLASS 4 TYPE A | | | 0064 9179.56 29104.000 SY | 2.00000 58208.00| 2.00000 58208.00| COLD MILLING, CLASS 4 TYPE B | | | 0065 9190.50 5920.000 TON | 21.12000 125030.40| 14.00000 82880.00| FLY ASH | | | 0066 A069.15 4901.000 LF | 3.50000 17153.50| 3.50000 17153.50| 1 1/2-INCH CONDUIT IN MEDIAN BARRIER | | | SECTION TOTALS | $ 11,156,668.87| $ 11,295,642.63| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0067 0030.40 LUMP| 18500.00000 18500.00| 18415.00000 18415.00| MOBILIZATION | | | 0068 1119.00 6.000 EACH| 419.00000 2514.00| 419.00000 2514.00| REMOVE INLET | | | 0069 1119.50 1.000 EACH| 992.00000 992.00| 992.00000 992.00| REMOVE JUNCTION BOX | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -23 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 0751 |( ) |CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0070 4004.50 71040.000 LB | 1.28000 90931.20| 1.28000 90931.20| CAST IRON GRATE AND FRAME | | | 0071 4012.31 1.000 EACH| 1520.00000 1520.00| 1520.00000 1520.00| MODIFY JUNCTION BOX | | | 0072 4018.50 1.000 EACH| 390.00000 390.00| 390.00000 390.00| TAPPING EXISTING PIPE | | | 0073 4035.00 29.000 EACH| 191.00000 5539.00| 191.00000 5539.00| REMOVE FLARED-END SECTION | | | 0074 4035.25 1.000 EACH| 130.00000 130.00| 130.00000 130.00| REMOVE AND SALVAGE FLARED-END SECTION | | | 0075 4040.00 11.000 EACH| 337.00000 3707.00| 337.00000 3707.00| REMOVE HEADWALLS FROM CULVERTS | | | 0076 4043.50 1477.700 LF | 7.70000 11378.29| 7.70000 11378.29| REMOVE SEWER PIPE | | | 0077 4044.00 1.000 EACH| 3000.00000 3000.00| 1200.00000 1200.00| PREPARATION OF STRUCTURE AT STA. 240+60 | | | 0078 4051.01 28.000 CY | 25.10000 702.80| 25.10000 702.80| EXCAVATION FOR BOX CULVERTS | | | 0079 4101.06 13.380 CY | 568.00000 7599.84| 568.00000 7599.84| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0080 4105.59 169.300 CY | 474.50000 80332.85| 474.50000 80332.85| CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0081 4107.07 7.650 CY | 318.00000 2432.70| 318.00000 2432.70| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0082 4130.06 0.050 CY | 2415.00000 120.75| 2415.00000 120.75| CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | PIPE CULVERT PLUG | | | 0083 4151.00 1212.000 LB | 0.88000 1066.56| 0.88000 1066.56| REINFORCING STEEL FOR BOX CULVERT | | | 0084 4155.50 9670.000 LB | 0.82000 7929.40| 0.82000 7929.40| REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0085 4157.00 602.000 LB | 1.00000 602.00| 1.00000 602.00| REINFORCING STEEL FOR COLLARS | | | 0086 4310.18 5.000 EACH| 355.00000 1775.00| 355.00000 1775.00| 18" FLARED-END SECTION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -24 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 0751 |( ) |CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 4310.24 23.000 EACH| 411.00000 9453.00| 411.00000 9453.00| 24" FLARED-END SECTION | | | 0088 4310.30 3.000 EACH| 490.00000 1470.00| 490.00000 1470.00| 30" FLARED-END SECTION | | | 0089 4310.36 2.000 EACH| 640.00000 1280.00| 640.00000 1280.00| 36" FLARED-END SECTION | | | 0090 4310.42 5.000 EACH| 849.00000 4245.00| 849.00000 4245.00| 42" FLARED-END SECTION | | | 0091 4325.18 3.000 EACH| 636.00000 1908.00| 636.00000 1908.00| 18" SAFETY SLOPED END SECTION | | | 0092 4461.18 1.000 EACH| 403.00000 403.00| 403.00000 403.00| INSTALL 18" CONCRETE FLARED-END SECTION | | | 0093 4670.05 11.000 CY | 109.50000 1204.50| 109.50000 1204.50| CULVERT SANDFILL | | | 0094 4680.18 754.000 LF | 55.65000 41960.10| 55.65000 41960.10| 18" CORRUGATED METAL SLOTTED PIPE | | | 0095 4900.24 6.000 EACH| 248.00000 1488.00| 248.00000 1488.00| AREA INLET SEDIMENT FILTER | | | 0096 P700.12 34.000 LF | 22.74000 773.16| 22.74000 773.16| 12" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0097 P700.18 26.000 LF | 26.73000 694.98| 26.73000 694.98| 18" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0098 P700.24 5635.000 LF | 32.77000 184658.95| 32.77000 184658.95| 24" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0099 P700.36 64.000 LF | 56.15000 3593.60| 56.15000 3593.60| 36" STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0100 P702.18 159.000 LF | 33.35000 5302.65| 33.35000 5302.65| 18" STORM SEWER PIPE, TYPE 1 | | | 0101 P702.24 86.000 LF | 42.50000 3655.00| 42.50000 3655.00| 24" STORM SEWER PIPE, TYPE 1 | | | 0102 P702.30 91.000 LF | 52.14000 4744.74| 52.14000 4744.74| 30" STORM SEWER PIPE, TYPE 1 | | | 0103 P702.42 497.000 LF | 67.93000 33761.21| 67.93000 33761.21| 42" STORM SEWER PIPE, TYPE 1 | | | 0104 P704.12 4.000 LF | 63.30000 253.20| 63.30000 253.20| 12" STORM SEWER PIPE, TYPE 3,4,5 OR 6 | | | 0105 P704.18 863.000 LF | 17.85000 15404.55| 17.85000 15404.55| 18" STORM SEWER PIPE, TYPE 3,4,5 OR 6 | | | 0106 P704.30 245.000 LF | 29.75000 7288.75| 29.75000 7288.75| 30" STORM SEWER PIPE, TYPE 3,4,5 OR 6 | | | SECTION TOTALS | $ 564,705.78| $ 562,820.78| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 5 SEEDING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -25 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 0751 |( ) |CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0107 0030.50 LUMP| 1000.00000 1000.00| 2700.00000 2700.00| MOBILIZATION | | | 0108 L001.01 35.000 ACRE| 405.00000 14175.00| 390.00000 13650.00| SEEDING, TYPE A | | | 0109 L001.02 9.000 ACRE| 428.00000 3852.00| 412.93000 3716.37| SEEDING, TYPE B | | | 0110 L020.07 3597.000 SY | 3.50000 12589.50| 2.90000 10431.30| EROSION CONTROL, TYPE B-1 | | | 0111 L032.75 99.000 TON | 60.00000 5940.00| 65.00000 6435.00| MULCH | | | SECTION TOTALS | $ 37,556.50| $ 36,932.67| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 116+83.18 2-124'6" SPANS, PRESTRESSED CONCRETE GIRDER BRIDGE | | | 0112 0030.60 LUMP| 185000.00000 185000.00| 185000.00000 185000.00| MOBILIZATION | | | 0113 3050.16 608.200 CY | 145.00000 88189.00| 145.00000 88189.00| CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-5000 | | | 0114 3051.10 58535.000 LB | 0.75000 43901.25| 0.75000 43901.25| EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0115 6000.10 350.000 LS | 10000.00000 10000.00| 10000.00000 10000.00| ABUTMENT NO.1 EXCAVATION | | | 0116 6000.11 350.000 LS | 10000.00000 10000.00| 10000.00000 10000.00| ABUTMENT NO.2 EXCAVATION | | | 0117 6000.20 490.000 LS | 25000.00000 25000.00| 25000.00000 25000.00| PIER NO.1 EXCAVATION | | | 0118 6005.35 280.200 LF | 39.00000 10927.80| 39.00000 10927.80| PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0119 6010.22 746.200 CY | 375.00000 279825.00| 375.00000 279825.00| CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0120 6010.28 1100.500 CY | 385.00000 423692.50| 385.00000 423692.50| CLASS 47BD-5000 CONCRETE FOR BRIDGE | | | 0121 6011.11 627.800 LS | 446500.00000 446500.00| 446500.00000 446500.00| PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 116+83.18 | | | 0122 6030.00 1.000 EACH| 42000.00000 42000.00| 42000.00000 42000.00| PREPARATION OF BRIDGE AT STA. 116+83.18 | | | LT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -26 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 0751 |( ) |CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0123 6030.01 1.000 EACH| 42000.00000 42000.00| 42000.00000 42000.00| PREPARATION OF BRIDGE AT STA. 116+83.18 | | | RT. | | | 0124 6080.00 2355.000 LB | 2.25000 5298.75| 2.25000 5298.75| STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0125 6095.00 24.000 EACH| 567.00000 13608.00| 567.00000 13608.00| STEEL DIAPHRAGM | | | 0126 6107.00 1283.000 SY | 37.55000 48176.65| 39.00000 50037.00| CONCRETE SLOPE PROTECTION | | | 0127 6131.50 242675.000 LB | 0.75000 182006.25| 0.75000 182006.25| EPOXY COATED REINFORCING STEEL | | | 0128 6139.50 270.300 SY | 22.00000 5946.60| 22.00000 5946.60| SUBSURFACE DRAINAGE MATTING | | | 0129 6210.50 16000.000 LF | 24.00000 384000.00| 24.00000 384000.00| PIPE PILING | | | 0130 6501.00 12760.000 LS | 25680.00000 25680.00| 25680.00000 25680.00| PENETRATING PROTECTIVE CONCRETE SEALANT | | | 0131 6510.60 111.100 LS | 22450.00000 22450.00| 22450.00000 22450.00| BRIDGE SHORING | | | 0132 6600.03 361.000 LF | 10.30000 3718.30| 10.30000 3718.30| 3" CONDUIT IN BRIDGE | | | 0133 6601.15 722.000 LF | 8.53000 6158.66| 8.53000 6158.66| 1 1/2" CONDUIT IN BRIDGE | | | 0134 8091.00 665.000 CY | 21.00000 13965.00| 21.00000 13965.00| GRANULAR BACKFILL | | | SECTION TOTALS | $ 2,318,043.76| $ 2,319,904.11| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 6A BRIDGE AT STA. 116+83.18 2-124'6" SPANS, ROLLED BEAM STEEL GIRDER BRIDGE | | | 0135 0030.60 LUMP| | | MOBILIZATION | | | 0136 3050.15 608.300 CY | | | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0137 3051.10 58530.000 LB | | | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0138 6000.10 350.000 LS | | | ABUTMENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -27 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 0751 |( ) |CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0139 6000.11 350.000 LS | | | ABUTMENT NO.2 EXCAVATION | | | 0140 6000.20 490.000 LS | | | PIER NO.1 EXCAVATION | | | 0141 6005.35 280.200 LF | | | PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0142 6005.83 13.000 EACH| | | FIXED BEARING | | | 0143 6010.22 735.300 CY | | | CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0144 6010.26 1030.600 CY | | | CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0145 6030.00 1.000 EACH| | | PREPARATION OF BRIDGE AT STA. 116+83.18 | | | LT. | | | 0146 6030.01 1.000 EACH| | | PREPARATION OF BRIDGE AT STA. 116+83.18 | | | RT. | | | 0147 6071.12 1267125.000 LS | | | STEEL SUPERSTRUCTURE AT STA. 116+83.18 | | | 0148 6080.00 2590.000 LB | | | STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0149 6107.00 1283.000 SY | | | CONCRETE SLOPE PROTECTION | | | 0150 6131.50 248885.000 LB | | | EPOXY COATED REINFORCING STEEL | | | 0151 6139.50 270.000 SY | | | SUBSURFACE DRAINAGE MATTING | | | 0152 6210.50 15000.000 LF | | | PIPE PILING | | | 0153 6501.00 16965.000 LS | | | PENETRATING PROTECTIVE CONCRETE SEALANT | | | 0154 6510.60 111.100 LS | | | BRIDGE SHORING | | | 0155 6600.03 361.000 LF | | | 3" CONDUIT IN BRIDGE | | | 0156 6601.15 722.000 LF | | | 1 1/2" CONDUIT IN BRIDGE | | | 0157 8091.00 665.000 CY | | | GRANULAR BACKFILL | | | SECTION TOTALS | $ 0.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 7 GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -28 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 0751 |( ) |CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0158 0030.70 LUMP| 350.00000 350.00| 497.00000 497.00| MOBILIZATION | | | 0159 7011.20 12.500 LF | 34.00000 425.00| 34.00000 425.00| W-BEAM GUARDRAIL | | | 0160 7015.00 605.000 LF | 7.07000 4277.35| 7.07000 4277.35| CABLE GUARDRAIL | | | 0161 7020.00 2.000 EACH| 1885.00000 3770.00| 1885.00000 3770.00| BRIDGE APPROACH SECTIONS | | | 0162 7023.00 2.000 EACH| 947.00000 1894.00| 947.00000 1894.00| TERMINAL ANCHORAGE SECTIONS | | | 0163 7024.25 2.000 EACH| 1985.00000 3970.00| 1985.00000 3970.00| GUARDRAIL END TREATMENT, TYPE I | | | SECTION TOTALS | $ 14,686.35| $ 14,833.35| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 7B FENCE | | | 0164 0030.71 LUMP| 500.00000 500.00| 500.00000 500.00| MOBILIZATION | | | 0165 7110.05 742.000 LF | 6.15000 4563.30| 6.15000 4563.30| 5 FOOT CHAIN-LINK FENCE | | | 0166 7115.05 1.000 EACH| 75.00000 75.00| 75.00000 75.00| END POST FOR 5 FOOT CHAIN-LINK FENCE | | | 0167 7116.05 1.000 EACH| 100.00000 100.00| 100.00000 100.00| CORNER POST FOR 5 FOOT CHAIN-LINK FENCE | | | 0168 7117.05 2.000 EACH| 100.00000 200.00| 100.00000 200.00| PULL POST FOR 5 FOOT CHAIN-LINK FENCE | | | SECTION TOTALS | $ 5,438.30| $ 5,438.30| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 8B ELECTRICAL | | | 0169 0003.76 1.000 EACH| 21500.00000 21500.00| 21500.00000 21500.00| TEMPORARY TRAFFIC SIGNAL AT MAPLE | | | STREET & I-680 SB RAMP | | | 0170 0003.77 1.000 EACH| 20200.00000 20200.00| 20200.00000 20200.00| TEMPORARY TRAFFIC SIGNAL AT MAPLE | | | STREET & I-680 NB RAMP | | | 0171 0030.81 LUMP| 3223.00000 3223.00| 3223.00000 3223.00| MOBILIZATION | | | 0172 A001.01 4.000 EACH| 550.00000 2200.00| 550.00000 2200.00| PULL BOX, TYPE PB-1 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -29 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 0751 |( ) |CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0173 A001.02 3.000 EACH| 520.00000 1560.00| 520.00000 1560.00| PULL BOX, TYPE PB-1A | | | 0174 A001.12 12.000 EACH| 365.00000 4380.00| 365.00000 4380.00| PULL BOX, TYPE PB-5 | | | 0175 A001.15 9.000 EACH| 420.00000 3780.00| 420.00000 3780.00| PULL BOX, TYPE PB-6A | | | 0176 A001.16 13.000 EACH| 420.00000 5460.00| 420.00000 5460.00| PULL BOX, TYPE PB-6 | | | 0177 A002.42 2.000 EACH| 7180.00000 14360.00| 7180.00000 14360.00| EMERGENCY VEHICLE PREEMPTION SYSTEM | | | 0178 A004.00 17.000 EACH| 628.00000 10676.00| 628.00000 10676.00| TRAFFIC SIGNAL, TYPE TS-1 | | | 0179 A004.10 2.000 EACH| 535.00000 1070.00| 535.00000 1070.00| TRAFFIC SIGNAL, TYPE TS-1A | | | 0180 A005.25 2.000 EACH| 10800.00000 21600.00| 10800.00000 21600.00| TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 | | | 0181 A006.98 4.000 EACH| 200.00000 800.00| 200.00000 800.00| VEHICLE DETECTOR, TYPE A PREFORMED | | | 0182 A007.00 16.000 EACH| 215.00000 3440.00| 215.00000 3440.00| VEHICLE DETECTOR, TYPE B PREFORMED | | | 0183 A007.15 5.000 EACH| 530.00000 2650.00| 530.00000 2650.00| VEHICLE DETECTOR, TYPE TD-5 | | | 0184 A007.16 1.000 EACH| 1245.00000 1245.00| 1245.00000 1245.00| VEHICLE DETECTOR, TYPE TD-5A | | | 0185 A008.76 1.000 EACH| 1165.00000 1165.00| 1165.00000 1165.00| STREET LIGHTING UNIT, TYPE SL-S-40-4-0. | | | 20 | | | 0186 A009.73 29.000 EACH| 1480.00000 42920.00| 1480.00000 42920.00| STREET LIGHTING UNIT, TYPE SL-S-45-6 & | | | 6-0.20 | | | 0187 A009.82 2.000 EACH| 2275.00000 4550.00| 2275.00000 4550.00| STREET LIGHTING UNIT, TYPE | | | SL-BT-50-12-0.40 | | | 0188 A010.20 32.000 EACH| 700.00000 22400.00| 700.00000 22400.00| LUMINAIRE, TYPE HML-A-1KW | | | 0189 A010.26 16.000 EACH| 710.00000 11360.00| 710.00000 11360.00| LUMINAIRE, TYPE HML-V-1KW | | | 0190 A010.60 8.000 EACH| 435.00000 3480.00| 435.00000 3480.00| UNDERDECK LUMINAIRE, TYPE UD-100 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -30 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 0751 |( ) |CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0191 A016.55 2.000 EACH| 4747.00000 9494.00| 4747.00000 9494.00| MAST ARM SIGNAL POLE, TYPE MP-35 | | | 0192 A016.75 4.000 EACH| 6900.00000 27600.00| 6900.00000 27600.00| MAST ARM SIGNAL POLE, TYPE MP-55 | | | 0193 A018.81 6.000 EACH| 2735.00000 16410.00| 2735.00000 16410.00| FOUNDATION DESIGN | | | 0194 A018.82 90.000 CY | 130.00000 11700.00| 130.00000 11700.00| CONCRETE FOR FOUNDATION | | | 0195 A018.83 7278.000 LB | 1.35000 9825.30| 1.35000 9825.30| REINFORCING STEEL | | | 0196 A018.84 36.000 EACH| 203.00000 7308.00| 203.00000 7308.00| ANCHOR BOLTS | | | 0197 A020.17 2.000 EACH| 1674.00000 3348.00| 1674.00000 3348.00| LIGHTING CONTROL CENTER, TYPE P | | | 0198 A020.35 1.000 EACH| 1700.00000 1700.00| 1700.00000 1700.00| LIGHTING CONTROL CENTER, TYPE R-1 | | | 0199 A020.36 2.000 EACH| 4850.00000 9700.00| 4850.00000 9700.00| LIGHTING CONTROL CENTER, TYPE R-2 | | | 0200 A070.10 4220.000 LF | 3.40000 14348.00| 3.40000 14348.00| 1 1/2-INCH CONDUIT IN TRENCH | | | 0201 A070.14 1552.000 LF | 3.50000 5432.00| 3.50000 5432.00| 2-INCH CONDUIT IN TRENCH | | | 0202 A070.18 1983.000 LF | 4.40000 8725.20| 4.40000 8725.20| 3-INCH CONDUIT IN TRENCH | | | 0203 A072.10 910.000 LF | 3.40000 3094.00| 3.40000 3094.00| 1 1/2-INCH CONDUIT UNDER ROADWAY | | | 0204 A072.14 371.000 LF | 3.40000 1261.40| 3.40000 1261.40| 2-INCH CONDUIT UNDER ROADWAY | | | 0205 A072.18 532.000 LF | 4.90000 2606.80| 4.90000 2606.80| 3-INCH CONDUIT UNDER ROADWAY | | | 0206 A077.13 120.000 LF | 0.90000 108.00| 0.90000 108.00| 3/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0207 A077.26 857.000 LF | 1.40000 1199.80| 1.40000 1199.80| 16/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0208 A079.01 679.000 LF | 0.75000 509.25| 0.75000 509.25| 2/C #14 AWG DETECTOR LEAD-IN CABLE | | | 0209 A079.07 384.000 LF | 1.10000 422.40| 1.10000 422.40| OPTICAL DETECTOR CABLE | | | 0210 A079.21 120.000 LF | 1.40000 168.00| 1.40000 168.00| COAXIAL CABLE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -31 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 0751 |( ) |CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0211 A079.50 647.000 LF | 0.60000 388.20| 0.60000 388.20| GROUNDING CONDUCTOR | | | 0212 A079.55 2562.000 LF | 0.40000 1024.80| 0.40000 1024.80| SERVICE CABLE | | | 0213 A080.10 12470.000 LF | 0.95000 11846.50| 0.95000 11846.50| STREET LIGHTING CABLE, NO. 2 USE | | | 0214 A080.22 12290.000 LF | 0.60000 7374.00| 0.60000 7374.00| STREET LIGHTING CABLE, NO. 6 BARE | | | 0215 A080.24 19790.000 LF | 0.60000 11874.00| 0.60000 11874.00| STREET LIGHTING CABLE, NO. 6 USE | | | 0216 A081.00 2872.000 LF | 0.80000 2297.60| 0.80000 2297.60| 6 PAIR COMMUNICATION CABLE | | | 0217 A507.20 2.000 EACH| 798.00000 1596.00| 798.00000 1596.00| INSTALL VIDEO CAMERA | | | 0218 A610.00 1.000 EACH| 3100.00000 3100.00| 3100.00000 3100.00| REMOVE TRAFFIC SIGNAL AT I-680 & MAPLE | | | STREET | | | 0219 A620.02 1.000 EACH| 900.00000 900.00| 900.00000 900.00| REMOVE LIGHTING CONTROL CENTER TYPE A | | | 0220 A620.03 1.000 EACH| 900.00000 900.00| 900.00000 900.00| REMOVE LIGHTING CONTROL CENTER TYPE B | | | 0221 A630.20 2.000 EACH| 100.00000 200.00| 100.00000 200.00| REMOVE PULL BOX | | | 0222 A700.20 6.000 EACH| 1220.00000 7320.00| 1220.00000 7320.00| RELOCATE STREET LIGHTING UNIT | | | 0223 A706.00 2.000 EACH| 200.00000 400.00| 200.00000 400.00| RELOCATE PULL BOX | | | 0224 A750.10 6.000 EACH| 12025.00000 72150.00| 12025.00000 72150.00| MODIFY HIGH MAST TOWER TYPE A | | | 0225 A800.70 762.000 DAY | 8.50000 6477.00| 8.50000 6477.00| MAINTENANCE OF LIGHTING UNITS | | | SECTION TOTALS | $ 466,827.25| $ 466,827.25| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 8C SIGNING | | | 0226 0030.82 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| MOBILIZATION | | | 0227 7308.00 2.000 EACH| 1330.00000 2660.00| 1330.00000 2660.00| REMOVE SIGN, STRUCTURE, AND FOUNDATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -32 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 0751 |( ) |CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0228 7308.10 1.000 EACH| 450.00000 450.00| 450.00000 450.00| REMOVE SIGN | | | 0229 7312.00 1.000 EACH| 39300.00000 39300.00| 39300.00000 39300.00| OVERHEAD SIGN SUPPORT, LOCATION 1 | | | 0230 7312.01 1.000 EACH| 9700.00000 9700.00| 9700.00000 9700.00| OVERHEAD SIGN SUPPORT, LOCATION 5 | | | 0231 7312.02 1.000 EACH| 22200.00000 22200.00| 22200.00000 22200.00| OVERHEAD SIGN SUPPORT, LOCATION 6 | | | 0232 7312.03 1.000 EACH| 22200.00000 22200.00| 22200.00000 22200.00| OVERHEAD SIGN SUPPORT, LOCATION 8 | | | 0233 7312.04 1.000 EACH| 21300.00000 21300.00| 21300.00000 21300.00| OVERHEAD SIGN SUPPORT, LOCATION 9 | | | 0234 7312.05 1.000 EACH| 22500.00000 22500.00| 22500.00000 22500.00| OVERHEAD SIGN SUPPORT, LOCATION 11 | | | 0235 7312.06 1.000 EACH| 13000.00000 13000.00| 13000.00000 13000.00| OVERHEAD SIGN SUPPORT, LOCATION 12 | | | 0236 7312.07 1.000 EACH| 38600.00000 38600.00| 38600.00000 38600.00| OVERHEAD SIGN SUPPORT, LOCATION 16 | | | 0237 7312.08 1.000 EACH| 38600.00000 38600.00| 38600.00000 38600.00| OVERHEAD SIGN SUPPORT, LOCATION 17 | | | 0238 7312.09 1.000 EACH| 39850.00000 39850.00| 39850.00000 39850.00| OVERHEAD SIGN SUPPORT, LOCATION 24 | | | 0239 7322.01 218.667 SY | 162.00000 35424.05| 162.00000 35424.05| TYPE B SIGN | | | 0240 7340.00 3015.000 LB | 1.80000 5427.00| 1.80000 5427.00| STRUCTURAL STEEL FOR SIGN SUPPORTS | | | 0241 7360.24 16.000 EACH| 450.00000 7200.00| 450.00000 7200.00| 24" SIGN SUPPORT FOOTING | | | 0242 7390.10 4.000 EACH| 600.00000 2400.00| 600.00000 2400.00| REMOVE SIGN, POST, AND FOOTING | | | 0243 A010.08 20.000 EACH| 715.00000 14300.00| 715.00000 14300.00| LUMINAIRE, TYPE HPS-150 | | | 0244 A018.82 100.000 CY | 200.00000 20000.00| 200.00000 20000.00| CONCRETE FOR FOUNDATION | | | 0245 A018.83 11400.000 LB | 1.80000 20520.00| 1.70000 19380.00| REINFORCING STEEL | | | SECTION TOTALS | $ 380,631.05| $ 379,491.05| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 10 GENERAL ITEMS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -33 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 0751 |( ) |CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0246 0001.08 154845.000 BDAY| 0.40000 61938.00| 0.40000 61938.00| BARRICADE, TYPE II | | | 0247 0001.10 15576.000 BDAY| 1.55000 24142.80| 1.55000 24142.80| BARRICADE, TYPE III | | | 0248 0001.75 1060.000 EACH| 3.10000 3286.00| 3.10000 3286.00| TEMPORARY SIGN DAY | | | 0249 0001.90 47360.000 EACH| 0.12000 5683.20| 0.12000 5683.20| SIGN DAY | | | 0250 0001.99 6416.000 EACH| 1.00000 6416.00| 1.00000 6416.00| CONTRACTOR FURNISHED SIGN DAY | | | 0251 0002.30 115500.000 LF | 0.25000 28875.00| 0.25000 28875.00| PAVEMENT MARKING REMOVAL | | | 0252 0002.44 221200.000 LF | 0.06000 13272.00| 0.06000 13272.00| TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0253 0002.47 122000.000 LF | 0.22000 26840.00| 0.22000 26840.00| TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0254 0002.97 100.000 DAY | 125.00000 12500.00| 125.00000 12500.00| FLASHING ARROW PANEL | | | 0255 0003.10 200.000 DAY | 250.00000 50000.00| 347.00000 69400.00| FLAGGING | | | 0256 0003.50 18212.500 LF | 42.65000 776763.13| 42.65000 776763.13| CONCRETE PROTECTION BARRIER | | | 0257 0003.51 350.000 LF | 9.40000 3290.00| 9.40000 3290.00| INSTALL CONCRETE PROTECTION BARRIER | | | 0258 0003.53 8460.000 LF | 5.30000 44838.00| 9.20000 77832.00| TEMPORARY GLARE SCREEN | | | 0259 0003.56 38862.500 LF | 3.45000 134075.63| 3.45000 134075.63| RELOCATE CONCRETE PROTECTION BARRIER | | | 0260 0003.57 14.000 EACH| 600.00000 8400.00| 600.00000 8400.00| RELOCATE INERTIAL BARRIER SYSTEM | | | 0261 0003.58 9.000 EACH| 1400.00000 12600.00| 1400.00000 12600.00| INERTIAL BARRIER SYSTEM | | | 0262 0003.64 5.000 EACH| 550.00000 2750.00| 550.00000 2750.00| REPLACEMENT MODULE | | | 0263 0005.10 762.000 DAY | 90.00000 68580.00| 76.00000 57912.00| TRAFFIC CONTROL MANAGEMENT | | | 0264 0010.04 1.000 EACH| 9500.00000 9500.00| 15000.00000 15000.00| FIELD OFFICE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 09/04/03 PAGE : F08 -34 TABULATION OF BIDS CALL ORDER : F08 CONTRACT ID : 2908 COUNTIES : DOUGLAS LETTING DATE : 09/04/03 1:30 PM DISTRICT : 2 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 0751 |( ) |CEDAR VALLEY CORP. AND SUBS |JENSEN CO., INC./IRVING F. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0265 0020.00 2000.000 HOUR| 0.80000 1600.00| 0.80000 1600.00| TRAINING | | | 0266 0030.00 LUMP| 50000.00000 50000.00| 29870.00000 29870.00| MOBILIZATION | | | 0267 9110.01 60.000 HOUR| 100.00000 6000.00| 70.00000 4200.00| RENTAL OF LOADER, FULLY OPERATED | | | 0268 9110.02 20.000 HOUR| 100.00000 2000.00| 80.00000 1600.00| RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0269 9110.03 60.000 HOUR| 75.00000 4500.00| 60.00000 3600.00| RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0270 9110.06 40.000 HOUR| 125.00000 5000.00| 120.00000 4800.00| RENTAL OF BACKHOE, FULLY OPERATED | | | 0271 9110.07 60.000 HOUR| 75.00000 4500.00| 110.00000 6600.00| RENTAL OF SKID LOADER, FULLY OPERATED | | | 0272 A801.00 2000.000 HOUR| 20.00000 40000.00| 2.00000 4000.00| CONSTRUCTION LIGHTING | | | SECTION TOTALS | $ 1,407,349.76| $ 1,397,245.76| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 17,976,408.39| $ 18,422,715.80| $ ====================================================================================================================================
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