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08/01/2003
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July 31, 2003 Contract
Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : 2 VENDOR RANKING CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 DISTRICT : 3 CONTRACT DESCRIPTION : PROJECT(S) : EACNH-81-3(132) US-81, NORFOLK NORTH -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 8,592,417.11 100.0000% 2 0083 WERNER CONSTRUCTION, INC. $ 8,624,568.30 100.3742% 3 3572 UPPER PLAINS CONTRACTING, INC. $ 8,997,014.09 104.7088% 4 3652 CEDAR VALLEY CORP. AND SUBSIDIARIES $ 9,177,480.59 106.8091% 5 2252 PAULSEN, INC. $ 9,493,008.44 110.4812% 6 0751 IRVING F. JENSEN CO., INC. $ 9,597,313.32 111.6952% NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -3 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 GROUP 1 GRADING | | | 0001 0030.10 LUMP| 100000.00000 100000.00| 26000.00000 26000.00| 30000.00000 30000.00 MOBILIZATION | | | 0002 1000.00 25.000 EACH| 132.62000 3315.50| 131.31000 3282.75| 137.88000 3447.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 7957.69000 7957.69| 7878.90000 7878.90| 8272.85000 8272.85 GENERAL CLEARING AND GRUBBING | | | 0004 1010.00 54798.000 CY | 0.91000 49866.18| 0.90000 49318.20| 0.95000 52058.10 EXCAVATION | | | 0005 1010.01 2104.000 CY | 1.83000 3850.32| 1.81000 3808.24| 1.90000 3997.60 EXCAVATION (ESTABLISHED QUANTITY) | | | 0006 1010.10 307324.000 CY | 1.99000 611574.76| 1.97000 605428.28| 2.07000 636160.68 EXCAVATION, BORROW | | | 0007 1011.00 1449.000 MGAL| 8.00000 11592.00| 8.00000 11592.00| 8.00000 11592.00 WATER | | | 0008 1012.00 89.000 EACH| 65.77000 5853.53| 65.12000 5795.68| 68.38000 6085.82 RIGHT-OF-WAY MARKERS | | | 0009 1090.00 3.000 EACH| 802.95000 2408.85| 795.00000 2385.00| 800.00000 2400.00 ABANDON WELLS | | | 0010 1101.00 14934.000 SY | 1.64000 24491.76| 1.75000 26134.50| 3.00000 44802.00 REMOVE PAVEMENT | | | 0011 1101.25 240.000 LF | 2.50000 600.00| 2.50000 600.00| 2.50000 600.00 SAWING PAVEMENT | | | 0012 1102.00 27236.000 SY | 1.01000 27508.36| 1.50000 40854.00| 1.00000 27236.00 REMOVE ASPHALT SURFACE | | | 0013 1106.00 1579.000 SY | 2.15000 3394.85| 2.50000 3947.50| 2.10000 3315.90 REMOVE DRIVEWAY | | | 0014 1124.00 1.000 EACH| 597.87000 597.87| 591.95000 591.95| 621.55000 621.55 REMOVE BUILDING AT STA. 181+16 | | | 0015 1124.00 1.000 EACH| 2989.33000 2989.33| 2959.73000 2959.73| 3107.72000 3107.72 REMOVE BUILDING AT STA. 267+10 | | | 0016 1125.00 1.000 EACH| 1648.98000 1648.98| 1632.65000 1632.65| 1714.28000 1714.28 CLEAR TRACT AT STA. 180+75 TO 181+41 | | | 0017 1125.00 1.000 EACH| 1494.67000 1494.67| 1479.87000 1479.87| 1553.86000 1553.86 CLEAR TRACT AT STA. 258+35.23 TO 258+85 | | | 25 | | | 0018 1125.01 1.000 EACH| 2989.33000 2989.33| 2959.73000 2959.73| 3107.72000 3107.72 CLEAR TRACT AT STA. 267+50 TO 269+00 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -4 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 1128.50 11.000 SY | 7.44000 81.84| 7.37000 81.07| 7.74000 85.14 REMOVE SLAB AT STA. 266+02 | | | 0020 1701.24 674.000 LF | 12.60000 8492.40| 12.48000 8411.52| 13.10000 8829.40 24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0021 4004.50 10710.000 LB | 1.36000 14565.60| 1.35000 14458.50| 1.42000 15208.20 CAST IRON GRATE AND FRAME | | | 0022 4105.59 9.200 CY | 1595.80000 14681.36| 1580.00000 14536.00| 1659.00000 15262.80 CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0023 4155.50 6705.000 LB | 1.26000 8448.30| 1.25000 8381.25| 1.31000 8783.55 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0024 4310.18 16.000 EACH| 85.85000 1373.60| 85.00000 1360.00| 89.25000 1428.00 18" FLARED-END SECTION | | | 0025 4900.24 17.000 EACH| 328.25000 5580.25| 600.00000 10200.00| 840.00000 14280.00 AREA INLET SEDIMENT FILTER | | | 0026 4900.56 1.000 EACH| 131.30000 131.30| 250.00000 250.00| 262.50000 262.50 ADJUST FILLER CAP TO GRADE | | | 0027 6040.00 1.000 EACH| 1014.11000 1014.11| 1004.07000 1004.07| 1054.27000 1054.27 REMOVE STRUCTURE AT STA. 206+00 | | | 0028 7017.00 1397.000 LF | 1.52000 2123.44| 1.50000 2095.50| 2.27000 3171.19 REMOVE GUARDRAIL | | | 0029 L006.00 56.000 ACRE| 93.25000 5222.00| 92.33000 5170.48| 96.95000 5429.20 COVER CROP SEEDING | | | 0030 L006.50 1.000 ACRE| 1010.00000 1010.00| 1000.00000 1000.00| 1050.00000 1050.00 TEMPORARY SEEDING | | | 0031 L020.00 7047.000 SY | 1.41000 9936.27| 1.40000 9865.80| 1.47000 10359.09 EROSION CONTROL | | | 0032 L020.09 778.340 SY | 9.60000 7472.06| 9.50000 7394.23| 9.97000 7760.05 EROSION CONTROL, TYPE AAA | | | 0033 L020.10 8455.690 SY | 1.52000 12852.65| 1.50000 12683.54| 1.58000 13359.99 EROSION CONTROL, TYPE HV | | | 0034 L021.06 512.000 BALE| 12.12000 6205.44| 12.00000 6144.00| 12.60000 6451.20 EROSION CHECKS, TYPE HV | | | 0035 L022.11 850.000 LF | 2.53000 2150.50| 2.50000 2125.00| 2.63000 2235.50 FABRIC SILT FENCE-LOW POROSITY | | | 0036 L022.75 1764.000 LF | 3.74000 6597.36| 3.70000 6526.80| 3.89000 6861.96 TEMPORARY SILT CHECK | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -5 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 L032.75 2.000 TON | 1212.00000 2424.00| 1200.00000 2400.00| 1260.00000 2520.00 MULCH | | | 0038 P300.18 39.000 LF | 26.58000 1036.62| 26.32000 1026.48| 19.10000 744.90 18" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0039 P400.18 1311.000 LF | 26.56000 34820.16| 26.30000 34479.30| 27.62000 36209.82 18" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | SECTION TOTALS | $ 1,008,353.24| $ 946,242.52| $ 1,001,419.84 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0040 0030.30 LUMP| 220000.00000 220000.00| 127000.00000 127000.00| 186839.56000 186839.56 MOBILIZATION | | | 0041 2001.00 70.000 CY | 18.27000 1278.90| 13.95000 976.50| 16.80000 1176.00 GRAVEL SURFACE COURSE | | | 0042 2010.00 300.000 CY | 30.98000 9294.00| 29.50000 8850.00| 23.10000 6930.00 CRUSHED ROCK SURFACE COURSE | | | 0043 2021.00 11.000 EACH| 35.35000 388.85| 35.00000 385.00| 36.75000 404.25 MAILBOX POST | | | 0044 3017.40 83.000 SY | 16.85000 1398.55| 29.50000 2448.50| 30.78000 2554.74 CONCRETE CLASS 47B-3000 MEDIAN SURFACIN | | | 0045 3020.23 1205.000 SY | 23.93000 28835.65| 28.50000 34342.50| 29.59000 35655.95 CONCRETE CLASS 47B-3500 DRIVEWAY 8" | | | 0046 3020.24 3611.000 SY | 27.97000 100999.67| 31.60000 114107.60| 32.99000 119126.89 CONCRETE CLASS 47B-3500 DRIVEWAY 10" | | | 0047 3075.52 30792.000 SY | 21.48000 661412.16| 23.63000 727614.96| 21.00000 646632.00 10" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0048 3075.56 107839.000 SY | 21.78000 2348733.42| 22.37000 2412358.43| 23.05000 2485688.95 10" DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-3500 | | | 0049 3275.20 35905.000 SY | 4.02000 144338.10| 4.00000 143620.00| 4.50000 161572.50 CRUSH CONCRETE PAVEMENT | | | 0050 3300.50 6.440 LS | 3789.38000 3789.38| 3000.00000 3000.00| 4000.00000 4000.00 PORTLAND CEMENT CONCRETE SMOOTHNESS | | | TESTING | | | 0051 7492.04 43100.000 LF | 0.33000 14223.00| 0.33000 14223.00| 0.35000 15085.00 4" WHITE THERMOPLASTIC, TYPE C | | | 0052 7492.05 34500.000 LF | 0.33000 11385.00| 0.33000 11385.00| 0.35000 12075.00 4" YELLOW THERMOPLASTIC, TYPE C | | | 0053 7492.12 400.000 LF | 2.02000 808.00| 2.00000 800.00| 2.10000 840.00 12" YELLOW THERMOPLASTIC, TYPE C | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -6 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 8029.10 69058.000 SY | 3.06000 211317.48| 3.43000 236868.94| 3.84000 265182.72 AGGREGATE FOUNDATION COURSE-D 4" | | | 0055 8032.00 73443.000 SY | 1.27000 93272.61| 1.12000 82256.16| 1.44000 105757.92 CRUSHED CONCRETE FOUNDATION COURSE | | | 0056 8060.05 558.000 EACH| 42.18000 23536.44| 60.00000 33480.00| 62.80000 35042.40 GRANULAR SUBDRAIN | | | 0057 8101.50 143466.000 SY | 0.84000 120511.44| 0.88000 126250.08| 0.61000 87514.26 STABILIZED SUBGRADE | | | 0058 9009.75 4336.000 SY | 23.74000 102936.64| 29.50000 127912.00| 31.16000 135109.76 TEMPORARY SURFACING | | | 0059 9009.87 4679.000 SY | 22.22000 103967.38| 27.50000 128672.50| 31.16000 145797.64 SURFACING 8" | | | 0060 9111.00 648.000 MGAL| 8.33000 5397.84| 8.25000 5346.00| 8.66000 5611.68 WATER | | | 0061 9170.00 759.495 STA | 44.45000 33759.55| 45.00000 34177.28| 46.21000 35096.26 EARTH SHOULDER CONSTRUCTION | | | 0062 9173.20 9015.000 SY | 1.13000 10186.95| 1.87000 16858.05| 0.91000 8203.65 SUBGRADE PREPARATION | | | 0063 9185.77 666.000 STA | 19.19000 12780.54| 24.00000 15984.00| 19.95000 13286.70 RUMBLE STRIPS, CONCRETE | | | 0064 9188.50 296.000 SY | 23.74000 7027.04| 20.00000 5920.00| 31.16000 9223.36 SURFACING UNDER GUARDRAIL | | | 0065 9190.50 6170.000 TON | 24.23000 149499.10| 21.00000 129570.00| 29.11000 179608.70 FLY ASH | | | SECTION TOTALS | $ 4,421,077.69| $ 4,544,406.50| $ 4,704,015.89 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0066 0030.40 LUMP| 1515.00000 1515.00| 1500.00000 1500.00| 1575.00000 1575.00 MOBILIZATION | | | 0067 4035.00 2.000 EACH| 151.50000 303.00| 150.00000 300.00| 157.50000 315.00 REMOVE FLARED-END SECTION | | | 0068 4035.25 1.000 EACH| 252.50000 252.50| 250.00000 250.00| 262.50000 262.50 REMOVE AND SALVAGE FLARED-END SECTION | | | 0069 4040.00 11.000 EACH| 126.25000 1388.75| 125.00000 1375.00| 131.25000 1443.75 REMOVE HEADWALLS FROM CULVERTS | | | 0070 4050.01 2271.000 CY | 5.41000 12286.11| 5.36000 12172.56| 5.63000 12785.73 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -7 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 4100.06 14.000 CY | 606.00000 8484.00| 600.00000 8400.00| 630.00000 8820.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0072 4107.07 9.770 CY | 606.00000 5920.62| 600.00000 5862.00| 630.00000 6155.10 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0073 4150.00 1941.000 LB | 1.01000 1960.41| 1.00000 1941.00| 1.05000 2038.05 REINFORCING STEEL FOR HEADWALL | | | 0074 4157.00 502.000 LB | 1.01000 507.02| 1.00000 502.00| 1.05000 527.10 REINFORCING STEEL FOR COLLARS | | | 0075 4310.18 2.000 EACH| 60.60000 121.20| 60.00000 120.00| 63.00000 126.00 18" FLARED-END SECTION | | | 0076 4310.24 4.000 EACH| 85.85000 343.40| 85.00000 340.00| 89.25000 357.00 24" FLARED-END SECTION | | | 0077 4310.30 1.000 EACH| 141.40000 141.40| 140.00000 140.00| 147.00000 147.00 30" FLARED-END SECTION | | | 0078 4310.36 4.000 EACH| 222.20000 888.80| 220.00000 880.00| 231.00000 924.00 36" FLARED-END SECTION | | | 0079 4310.72 1.000 EACH| 1111.00000 1111.00| 1100.00000 1100.00| 1155.00000 1155.00 72" FLARED-END SECTION | | | 0080 4362.72 1.000 EACH| 1515.00000 1515.00| 1500.00000 1500.00| 1575.00000 1575.00 INSTALL 72" METAL FLARED-END SECTION | | | 0081 P070.18 35.000 LF | 17.17000 600.95| 17.00000 595.00| 17.85000 624.75 18" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | | | 0082 P070.24 224.000 LF | 19.44000 4354.56| 19.25000 4312.00| 20.21000 4527.04 24" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | | | 0083 P070.36 216.000 LF | 29.65000 6404.40| 29.36000 6341.76| 30.83000 6659.28 36" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | | | 0084 P200.48 294.000 LF | 56.25000 16537.50| 55.69000 16372.86| 58.47000 17190.18 48" CULVERT PIPE, TYPE 2 OR 5 | | | 0085 P200.72 156.000 LF | 101.00000 15756.00| 100.00000 15600.00| 105.00000 16380.00 72" CULVERT PIPE, TYPE 2 OR 5 | | | 0086 P300.06 24.000 LF | 11.68000 280.32| 11.56000 277.44| 12.14000 291.36 6" CULVERT PIPE, TYPE 3, 4 OR 5 | | | 0087 P300.24 13.000 LF | 22.20000 288.60| 22.00000 286.00| 23.10000 300.30 24" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0088 P300.48 186.000 LF | 42.42000 7890.12| 42.00000 7812.00| 44.10000 8202.60 48" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0089 P300.72 91.000 LF | 85.85000 7812.35| 85.00000 7735.00| 89.25000 8121.75 72" CULVERT PIPE, TYPE 3,4 OR 5 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -8 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 P400.18 2.000 LF | 40.40000 80.80| 40.00000 80.00| 42.00000 84.00 18" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0091 P400.24 70.000 LF | 16.39000 1147.30| 16.23000 1136.10| 17.04000 1192.80 24" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0092 P400.30 48.000 LF | 33.33000 1599.84| 33.00000 1584.00| 34.65000 1663.20 30" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0093 P400.36 249.000 LF | 43.41000 10809.09| 42.98000 10702.02| 45.13000 11237.37 36" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0094 P402.24 73.000 LF | 14.71000 1073.83| 14.56000 1062.88| 15.29000 1116.17 24" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | SECTION TOTALS | $ 111,373.87| $ 110,279.62| $ 115,797.03 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4A CONCRETE BOX CULVERT AT STA. 183+90.00 TRIPLE 12' X 6' X 150' CONCRETE BOX CULVERT | | | 0095 0030.40 LUMP| 1515.00000 1515.00| 1500.00000 1500.00| 1575.00000 1575.00 MOBILIZATION | | | 0096 4051.01 609.000 CY | 9.54000 5809.86| 9.45000 5755.05| 9.92000 6041.28 EXCAVATION FOR BOX CULVERTS | | | 0097 4101.06 486.180 CY | 238.88000 116138.68| 236.51000 114986.43| 248.34000 120737.94 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0098 4151.00 63022.000 LB | 0.53000 33401.66| 0.52000 32771.44| 0.55000 34662.10 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 156,865.20| $ 155,012.92| $ 163,016.32 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 4B CONCRETE BOX CULVERT AT STA. 205+00 TRIPLE 12' X 6' X 150' CONCRETE BOX CULVERT | | | 0099 0030.40 LUMP| 1515.00000 1515.00| 1500.00000 1500.00| 1575.00000 1575.00 MOBILIZATION | | | 0100 4051.01 1050.000 CY | 9.34000 9807.00| 9.25000 9712.50| 9.71000 10195.50 EXCAVATION FOR BOX CULVERTS | | | 0101 4101.06 446.280 CY | 238.89000 106611.83| 236.52000 105554.15| 248.35000 110833.64 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0102 4151.00 58631.000 LB | 0.53000 31074.43| 0.52000 30488.12| 0.55000 32247.05 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 149,008.26| $ 147,254.77| $ 154,851.19 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 4C CONCRETE BOX CULVERT AT STA. 225+80.00 TRIPLE 12' X 6' X 150' CONCRETE BOX CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -9 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0103 0030.40 LUMP| 1540.25000 1540.25| 1525.00000 1525.00| 1601.25000 1601.25 MOBILIZATION | | | 0104 4051.01 1075.000 CY | 9.34000 10040.50| 9.25000 9943.75| 9.71000 10438.25 EXCAVATION FOR BOX CULVERTS | | | 0105 4101.06 486.180 CY | 243.41000 118341.07| 241.00000 117169.38| 253.05000 123027.85 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0106 4151.00 63022.000 LB | 0.53000 33401.66| 0.52000 32771.44| 0.55000 34662.10 REINFORCING STEEL FOR BOX CULVERT | | | 0107 6040.00 1.000 EACH| 6060.00000 6060.00| 6000.00000 6000.00| 6300.00000 6300.00 REMOVE STRUCTURE | | | SECTION TOTALS | $ 169,383.48| $ 167,409.57| $ 176,029.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 4D CONCRETE BOX CULVERT AT STA. 278+00 TRIPLE 10' X 7' X 150' CONCRETE BOX CULVERT | | | 0108 0030.40 LUMP| 1515.00000 1515.00| 1500.00000 1500.00| 1575.00000 1575.00 MOBILIZATION | | | 0109 4051.01 1238.000 CY | 9.34000 11562.92| 9.25000 11451.50| 9.71000 12020.98 EXCAVATION FOR BOX CULVERTS | | | 0110 4101.06 372.360 CY | 227.25000 84618.81| 225.00000 83781.00| 236.25000 87970.05 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0111 4151.00 43275.000 LB | 0.53000 22935.75| 0.52000 22503.00| 0.55000 23801.25 REINFORCING STEEL FOR BOX CULVERT | | | 0112 6040.00 1.000 EACH| 6060.00000 6060.00| 6000.00000 6000.00| 6300.00000 6300.00 REMOVE STRUCTURE | | | SECTION TOTALS | $ 126,692.48| $ 125,235.50| $ 131,667.28 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 4E CONCRETE BOX CULVERT AT STA. 308+94.03 SEXTUPLE 12' X 12' X 174 CONCRETE BOX CULVERT | | | 0113 0030.40 LUMP| 3535.00000 3535.00| 3500.00000 3500.00| 3675.00000 3675.00 MOBILIZATION | | | 0114 4045.00 1.000 EACH| 12120.00000 12120.00| 12000.00000 12000.00| 12600.00000 12600.00 REMOVE STRUCTURE AT STA. 308+94.03 | | | 0115 4051.01 1127.000 CY | 9.34000 10526.18| 9.25000 10424.75| 9.71000 10943.17 EXCAVATION FOR BOX CULVERTS | | | 0116 4101.06 1379.620 CY | 227.25000 313518.65| 225.00000 310414.50| 236.25000 325935.23 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -10 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0117 4151.00 159684.000 LB | 0.45000 71857.80| 0.45000 71857.80| 0.47000 75051.48 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 411,557.63| $ 408,197.05| $ 428,204.88 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 5 SEEDING | | | 0118 0030.50 LUMP| 3000.00000 3000.00| 500.00000 500.00| 105.00000 105.00 MOBILIZATION | | | 0119 L001.01 37.000 ACRE| 436.32000 16143.84| 432.00000 15984.00| 453.60000 16783.20 SEEDING, TYPE A | | | 0120 L001.02 19.000 ACRE| 366.63000 6965.97| 363.00000 6897.00| 381.15000 7241.85 SEEDING, TYPE B | | | 0121 L032.75 126.000 TON | 68.68000 8653.68| 68.00000 8568.00| 71.40000 8996.40 MULCH | | | SECTION TOTALS | $ 34,763.49| $ 31,949.00| $ 33,126.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 6 BRIDGE AT STA. 192+70.00 1 48'-0" & 2 36'-0" SPANS CONC SLAB BRIDGE | | | 0122 0030.60 LUMP| 30300.00000 30300.00| 30000.00000 30000.00| 31500.00000 31500.00 MOBILIZATION | | | 0123 1043.50 35.000 SY | 3.03000 106.05| 3.00000 105.00| 3.15000 110.25 RIPRAP FILTER FABRIC | | | 0124 3050.15 173.600 CY | 191.90000 33313.84| 190.00000 32984.00| 199.50000 34633.20 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0125 3051.10 18540.000 LB | 0.51000 9455.40| 0.50000 9270.00| 0.53000 9826.20 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0126 6000.10 115.000 LS | 12120.00000 12120.00| 12000.00000 12000.00| 12600.00000 12600.00 ABUTMENT NO.1 EXCAVATION | | | 0127 6000.11 115.000 LS | 12120.00000 12120.00| 12000.00000 12000.00| 12600.00000 12600.00 ABUTMENT NO.2 EXCAVATION | | | 0128 6005.35 85.000 LF | 60.60000 5151.00| 60.00000 5100.00| 63.00000 5355.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0129 6010.22 87.200 CY | 383.80000 33467.36| 380.00000 33136.00| 399.00000 34792.80 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0130 6010.26 305.400 CY | 212.10000 64775.34| 210.00000 64134.00| 220.50000 67340.70 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0131 6105.01 10.000 TON | 35.35000 353.50| 35.00000 350.00| 36.75000 367.50 ROCK RIPRAP, TYPE A | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -11 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0132 6131.50 83620.000 LB | 0.51000 42646.20| 0.50000 41810.00| 0.53000 44318.60 EPOXY COATED REINFORCING STEEL | | | 0133 6200.00 1920.000 LF | 23.23000 44601.60| 23.00000 44160.00| 24.15000 46368.00 CONCRETE PILING | | | 0134 6310.00 2617.000 SF | 12.12000 31718.04| 12.00000 31404.00| 12.60000 32974.20 STEEL SHEET PILING | | | 0135 6510.51 LUMP| 7070.00000 7070.00| 7000.00000 7000.00| 7350.00000 7350.00 TEMPORARY BRIDGE SHORING | | | 0136 8091.00 230.000 CY | 24.24000 5575.20| 24.00000 5520.00| 25.20000 5796.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 332,773.53| $ 328,973.00| $ 345,932.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 6A BRIDGE AT STA. 192+70 1 48'-0" & 2 36'-0" SPANS CONC SLAB BRIDGE | | | 0137 0030.60 LUMP| 30300.00000 30300.00| 30000.00000 30000.00| 31500.00000 31500.00 MOBILIZATION | | | 0138 1043.50 35.000 SY | 3.03000 106.05| 3.00000 105.00| 3.15000 110.25 RIPRAP FILTER FABRIC | | | 0139 3050.15 173.600 CY | 191.90000 33313.84| 190.00000 32984.00| 199.50000 34633.20 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0140 3051.10 18540.000 LB | 0.51000 9455.40| 0.50000 9270.00| 0.53000 9826.20 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0141 6000.10 135.000 LS | 10100.00000 10100.00| 10000.00000 10000.00| 10500.00000 10500.00 ABUTMENT NO.1 EXCAVATION | | | 0142 6000.11 135.000 LS | 10100.00000 10100.00| 10000.00000 10000.00| 10500.00000 10500.00 ABUTMENT NO.2 EXCAVATION | | | 0143 6005.35 85.000 LF | 60.60000 5151.00| 60.00000 5100.00| 63.00000 5355.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0144 6010.22 92.300 CY | 303.00000 27966.90| 300.00000 27690.00| 315.00000 29074.50 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0145 6010.26 305.400 CY | 171.70000 52437.18| 170.00000 51918.00| 178.50000 54513.90 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0146 6105.01 10.000 TON | 35.35000 353.50| 35.00000 350.00| 36.75000 367.50 ROCK RIPRAP, TYPE A | | | 0147 6131.50 83810.000 LB | 0.45000 37714.50| 0.45000 37714.50| 0.47000 39390.70 EPOXY COATED REINFORCING STEEL | | | 0148 6200.00 1920.000 LF | 23.23000 44601.60| 23.00000 44160.00| 24.15000 46368.00 CONCRETE PILING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -12 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0149 6310.00 2937.000 SF | 12.12000 35596.44| 12.00000 35244.00| 12.60000 37006.20 STEEL SHEET PILING | | | 0150 8091.00 270.000 CY | 24.24000 6544.80| 24.00000 6480.00| 25.20000 6804.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 303,741.21| $ 301,015.50| $ 315,949.45 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 GROUP 6B BRIDGE AT STA. 236+55 1 76'-0" & 2 62'-0" SPANS PRESTRES CONC INVERTED TEE GIRD BR | | | 0151 0030.60 LUMP| 60600.00000 60600.00| 60000.00000 60000.00| 63000.00000 63000.00 MOBILIZATION | | | 0152 1010.01 2680.000 CY | 3.03000 8120.40| 3.00000 8040.00| 3.15000 8442.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0153 1043.50 35.000 SY | 3.03000 106.05| 3.00000 105.00| 3.15000 110.25 RIPRAP FILTER FABRIC | | | 0154 3050.15 171.500 CY | 191.90000 32910.85| 190.00000 32585.00| 199.50000 34214.25 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0155 3051.10 18530.000 LB | 0.51000 9450.30| 0.50000 9265.00| 0.53000 9820.90 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0156 6000.10 180.000 LS | 10100.00000 10100.00| 10000.00000 10000.00| 10500.00000 10500.00 ABUTMENT NO.1 EXCAVATION | | | 0157 6000.11 180.000 LS | 10100.00000 10100.00| 10000.00000 10000.00| 10500.00000 10500.00 ABUTMENT NO.2 EXCAVATION | | | 0158 6001.50 25.000 LS | 15150.00000 15150.00| 15000.00000 15000.00| 15750.00000 15750.00 BENT NO.1 EXCAVATION | | | 0159 6001.51 25.000 LS | 15150.00000 15150.00| 15000.00000 15000.00| 15750.00000 15750.00 BENT NO.2 EXCAVATION | | | 0160 6005.35 83.000 LF | 60.60000 5029.80| 60.00000 4980.00| 63.00000 5229.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0161 6005.60 108.000 EACH| 40.40000 4363.20| 40.00000 4320.00| 42.00000 4536.00 ELASTOMERIC BEARING | | | 0162 6010.22 203.900 CY | 282.80000 57662.92| 280.00000 57092.00| 294.00000 59946.60 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0163 6010.28 214.000 CY | 171.70000 36743.80| 170.00000 36380.00| 178.50000 38199.00 CLASS 47BD-5000 CONCRETE FOR BRIDGE | | | 0164 6011.11 227.200 LS | 167660.00000 167660.00| 166000.00000 166000.00| 174300.00000 174300.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 236+55 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -13 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0165 6080.00 995.000 LB | 2.02000 2009.90| 2.00000 1990.00| 2.10000 2089.50 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0166 6105.01 12.000 TON | 35.35000 424.20| 35.00000 420.00| 36.75000 441.00 ROCK RIPRAP, TYPE A | | | 0167 6105.02 102.000 TON | 30.30000 3090.60| 30.00000 3060.00| 31.50000 3213.00 ROCK RIPRAP, TYPE B | | | 0168 6131.50 63645.000 LB | 0.51000 32458.95| 0.50000 31822.50| 0.53000 33731.85 EPOXY COATED REINFORCING STEEL | | | 0169 6139.50 55.000 SY | 40.40000 2222.00| 40.00000 2200.00| 42.00000 2310.00 SUBSURFACE DRAINAGE MATTING | | | 0170 6210.50 3740.000 LF | 23.23000 86880.20| 23.00000 86020.00| 24.15000 90321.00 PIPE PILING | | | 0171 6310.00 2590.000 SF | 12.12000 31390.80| 12.00000 31080.00| 12.60000 32634.00 STEEL SHEET PILING | | | 0172 6510.51 LUMP| 6060.00000 6060.00| 6000.00000 6000.00| 6300.00000 6300.00 TEMPORARY BRIDGE SHORING | | | 0173 8091.00 350.000 CY | 24.24000 8484.00| 24.00000 8400.00| 25.20000 8820.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 606,167.97| $ 599,759.50| $ 630,158.35 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 GROUP 6C BRIDGE AT STA. 236+55 1 76'-0" & 2 62'-0" SPANS PRESTRES CONC INVERTED TEE GIRD BR | | | 0174 0030.60 LUMP| 60600.00000 60600.00| 60000.00000 60000.00| 63000.00000 63000.00 MOBILIZATION | | | 0175 1010.01 2680.000 CY | 3.03000 8120.40| 3.00000 8040.00| 3.15000 8442.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0176 1043.50 35.000 SY | 3.03000 106.05| 3.00000 105.00| 3.15000 110.25 RIPRAP FILTER FABRIC | | | 0177 3050.15 171.500 CY | 191.90000 32910.85| 190.00000 32585.00| 199.50000 34214.25 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0178 3051.10 18530.000 LB | 0.51000 9450.30| 0.50000 9265.00| 0.53000 9820.90 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0179 6000.10 180.000 LS | 10100.00000 10100.00| 10000.00000 10000.00| 10500.00000 10500.00 ABUTMENT NO.1 EXCAVATION | | | 0180 6000.11 180.000 LS | 10100.00000 10100.00| 10000.00000 10000.00| 10500.00000 10500.00 ABUTMENT NO.2 EXCAVATION | | | 0181 6001.50 25.000 LS | 15150.00000 15150.00| 15000.00000 15000.00| 15750.00000 15750.00 BENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -14 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0182 6001.51 25.000 LS | 15150.00000 15150.00| 15000.00000 15000.00| 15750.00000 15750.00 BENT NO.2 EXCAVATION | | | 0183 6005.35 83.000 LF | 60.60000 5029.80| 60.00000 4980.00| 63.00000 5229.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0184 6005.60 108.000 EACH| 40.40000 4363.20| 40.00000 4320.00| 42.00000 4536.00 ELASTOMERIC BEARING | | | 0185 6010.22 209.200 CY | 202.00000 42258.40| 200.00000 41840.00| 210.00000 43932.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0186 6010.28 214.000 CY | 171.70000 36743.80| 170.00000 36380.00| 178.50000 38199.00 CLASS 47BD-5000 CONCRETE FOR BRIDGE | | | 0187 6011.11 227.200 LS | 157560.00000 157560.00| 156000.00000 156000.00| 163800.00000 163800.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 236+55 | | | 0188 6040.00 1.000 EACH| 12120.00000 12120.00| 12000.00000 12000.00| 12600.00000 12600.00 REMOVE STRUCTURE AT STA. 236+36 | | | 0189 6080.00 995.000 LB | 2.02000 2009.90| 2.00000 1990.00| 2.10000 2089.50 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0190 6105.01 12.000 TON | 32.32000 387.84| 32.00000 384.00| 33.60000 403.20 ROCK RIPRAP, TYPE A | | | 0191 6105.02 102.000 TON | 30.30000 3090.60| 30.00000 3060.00| 31.50000 3213.00 ROCK RIPRAP, TYPE B | | | 0192 6131.50 63870.000 LB | 0.45000 28741.50| 0.45000 28741.50| 0.47000 30018.90 EPOXY COATED REINFORCING STEEL | | | 0193 6139.50 63.000 SY | 40.40000 2545.20| 40.00000 2520.00| 42.00000 2646.00 SUBSURFACE DRAINAGE MATTING | | | 0194 6210.50 3740.000 LF | 22.22000 83102.80| 22.00000 82280.00| 23.10000 86394.00 PIPE PILING | | | 0195 6310.00 2905.000 SF | 12.12000 35208.60| 12.00000 34860.00| 12.60000 36603.00 STEEL SHEET PILING | | | 0196 8091.00 350.000 CY | 24.24000 8484.00| 24.00000 8400.00| 25.20000 8820.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 583,333.24| $ 577,750.50| $ 606,571.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0014 GROUP 7 GUARDRAIL | | | 0197 0030.70 LUMP| 80.80000 80.80| 1900.00000 1900.00| 1995.00000 1995.00 MOBILIZATION | | | 0198 7011.20 425.000 LF | 11.11000 4721.75| 11.50000 4887.50| 12.08000 5134.00 W-BEAM GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -15 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0199 7011.30 475.000 LF | 15.15000 7196.25| 18.13000 8611.75| 19.04000 9044.00 THRIE-BEAM GUARDRAIL | | | 0200 7020.00 4.000 EACH| 1631.15000 6524.60| 1572.00000 6288.00| 1650.60000 6602.40 BRIDGE APPROACH SECTIONS | | | 0201 7020.60 4.000 EACH| 1631.15000 6524.60| 1572.00000 6288.00| 1650.60000 6602.40 SPECIAL BRIDGE APPROACH SECTION | | | 0202 7022.00 4.000 EACH| 757.50000 3030.00| 364.00000 1456.00| 382.20000 1528.80 END ANCHORAGE ASSEMBLY | | | 0203 7022.50 4.000 EACH| 4545.00000 18180.00| 4279.00000 17116.00| 4492.95000 17971.80 BULLNOSE-12.5' | | | 0204 7024.25 4.000 EACH| 1767.50000 7070.00| 1580.00000 6320.00| 1659.00000 6636.00 GUARDRAIL END TREATMENT, TYPE I | | | SECTION TOTALS | $ 53,328.00| $ 52,867.25| $ 55,514.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0015 GROUP 8B ELECTRICAL | | | 0205 0030.82 LUMP| 505.00000 505.00| 500.00000 500.00| 525.00000 525.00 MOBILIZATION | | | 0206 A001.06 1.000 EACH| 424.20000 424.20| 420.00000 420.00| 441.00000 441.00 PULL BOX, TYPE PB-2A | | | 0207 A001.16 1.000 EACH| 252.50000 252.50| 250.00000 250.00| 262.50000 262.50 PULL BOX, TYPE PB-6 | | | 0208 A007.08 1.000 EACH| 505.00000 505.00| 500.00000 500.00| 525.00000 525.00 VEHICLE DETECTOR, TYPE TD-3 | | | 0209 A009.57 8.000 EACH| 1929.10000 15432.80| 1910.00000 15280.00| 2005.50000 16044.00 STREET LIGHTING UNIT, TYPE | | | SL-BT-45-12-0.25 | | | 0210 A020.30 1.000 EACH| 2020.00000 2020.00| 2000.00000 2000.00| 2100.00000 2100.00 LIGHTING CONTROL CENTER, TYPE R | | | 0211 A070.10 1040.000 LF | 2.02000 2100.80| 2.00000 2080.00| 2.10000 2184.00 1 1/2-INCH CONDUIT IN TRENCH | | | 0212 A070.14 350.000 LF | 2.53000 885.50| 2.50000 875.00| 2.63000 920.50 2-INCH CONDUIT IN TRENCH | | | 0213 A072.10 415.000 LF | 2.02000 838.30| 2.00000 830.00| 2.10000 871.50 1 1/2-INCH CONDUIT UNDER ROADWAY | | | 0214 A079.01 425.000 LF | 0.40000 170.00| 0.40000 170.00| 0.42000 178.50 2/C #14 AWG DETECTOR LEAD-IN CABLE | | | 0215 A080.22 2910.000 LF | 0.25000 727.50| 0.25000 727.50| 0.26000 756.60 STREET LIGHTING CABLE, NO. 6 BARE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -16 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0216 A080.24 1455.000 LF | 0.71000 1033.05| 0.70000 1018.50| 0.74000 1076.70 STREET LIGHTING CABLE, NO. 6 USE | | | 0217 A600.00 4.000 EACH| 151.50000 606.00| 150.00000 600.00| 157.50000 630.00 REMOVE LIGHTING UNIT | | | 0218 A700.20 1.000 EACH| 808.00000 808.00| 800.00000 800.00| 840.00000 840.00 RELOCATE STREET LIGHTING UNIT | | | 0219 A780.00 2.000 EACH| 2121.00000 4242.00| 2100.00000 4200.00| 2205.00000 4410.00 TEMPORARY LIGHTING SYSTEM, TYPE TR | | | 0220 A800.50 370.000 DAY | 4.55000 1683.50| 4.50000 1665.00| 4.73000 1750.10 OPERATION AND MAINTENANCE OF TEMPORARY | | | LIGHTING SYSTEM, TYPE TR | | | SECTION TOTALS | $ 32,234.15| $ 31,916.00| $ 33,515.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0016 GROUP 10 GENERAL ITEMS | | | 0221 0001.08 36445.000 BDAY| 0.50000 18222.50| 0.50000 18222.50| 0.50000 18222.50 BARRICADE, TYPE II | | | 0222 0001.10 12063.000 BDAY| 1.60000 19300.80| 1.60000 19300.80| 1.66000 20024.58 BARRICADE, TYPE III | | | 0223 0001.90 20781.000 EACH| 0.11000 2285.91| 0.20000 4156.20| 0.12000 2493.72 SIGN DAY | | | 0224 0001.99 5416.000 EACH| 1.07000 5795.12| 1.10000 5957.60| 1.11000 6011.76 CONTRACTOR FURNISHED SIGN DAY | | | 0225 0002.30 25000.000 LF | 0.20000 5000.00| 0.20000 5000.00| 0.21000 5250.00 PAVEMENT MARKING REMOVAL | | | 0226 0002.39 10400.000 LF | 0.51000 5304.00| 0.50000 5200.00| 0.53000 5512.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0227 0002.44 22000.000 LF | 0.20000 4400.00| 0.20000 4400.00| 0.21000 4620.00 TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0228 0002.47 4500.000 LF | 0.20000 900.00| 0.20000 900.00| 0.21000 945.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0229 0002.61 70.000 EACH| 18.18000 1272.60| 18.00000 1260.00| 18.90000 1323.00 PLOWABLE PAVEMENT MARKER | | | 0230 0002.97 549.000 DAY | 10.10000 5544.90| 10.00000 5490.00| 10.50000 5764.50 FLASHING ARROW PANEL | | | 0231 0003.10 20.000 DAY | 170.78000 3415.60| 195.00000 3900.00| 263.54000 5270.80 FLAGGING | | | 0232 0010.04 1.000 EACH| 2785.74000 2785.74| 2000.00000 2000.00| 6056.65000 6056.65 FIELD OFFICE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -17 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 1 ) 3606 |( 2 ) 0083 |( 3 ) 3572 |DOBSON BROTHERS CONSTRUCTIO |WERNER CONSTRUCTION, INC. |UPPER PLAINS CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0233 0020.00 4000.000 HOUR| 0.80000 3200.00| 0.80000 3200.00| 0.80000 3200.00 TRAINING | | | 0234 0030.00 LUMP| 7458.85000 7458.85| 10000.00000 10000.00| 7754.25000 7754.25 MOBILIZATION | | | 0235 1021.50 37.000 EACH| 25.25000 934.25| 26.00000 962.00| 26.25000 971.25 INSTALL CULVERT DELINEATOR | | | 0236 1021.60 68.000 EACH| 20.20000 1373.60| 20.00000 1360.00| 21.00000 1428.00 INSTALL DELINEATOR, TYPE 1 | | | 0237 7320.30 122.000 EACH| 20.20000 2464.40| 20.00000 2440.00| 21.00000 2562.00 INSTALL SIGN AND POST | | | 0238 9110.01 10.000 HOUR| 60.12000 601.20| 70.00000 700.00| 136.44000 1364.40 RENTAL OF LOADER, FULLY OPERATED | | | 0239 9110.03 10.000 HOUR| 51.99000 519.90| 55.00000 550.00| 74.23000 742.30 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0240 9110.06 10.000 HOUR| 60.12000 601.20| 75.00000 750.00| 118.36000 1183.60 RENTAL OF BACKHOE, FULLY OPERATED | | | 0241 9110.07 10.000 HOUR| 38.31000 383.10| 55.00000 550.00| 54.44000 544.40 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 91,763.67| $ 96,299.10| $ 101,244.71 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 8,592,417.11| $ 8,624,568.30| $ 8,997,014.09 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -18 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 2252 |( 6 ) 0751 |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. |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| 16300.00000 16300.00| 25000.00000 25000.00| 100000.00000 100000.00 MOBILIZATION | | | 0002 1000.00 25.000 EACH| 131.31000 3282.75| 220.00000 5500.00| 210.00000 5250.00 LARGE TREE REMOVAL | | | 0003 1009.00 LUMP| 7900.00000 7900.00| 7000.00000 7000.00| 8000.00000 8000.00 GENERAL CLEARING AND GRUBBING | | | 0004 1010.00 54798.000 CY | 0.90000 49318.20| 1.10000 60277.80| 1.00000 54798.00 EXCAVATION | | | 0005 1010.01 2104.000 CY | 1.81000 3808.24| 4.00000 8416.00| 3.50000 7364.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0006 1010.10 307324.000 CY | 1.97000 605428.28| 2.75000 845141.00| 2.50000 768310.00 EXCAVATION, BORROW | | | 0007 1011.00 1449.000 MGAL| 8.00000 11592.00| 8.00000 11592.00| 8.00000 11592.00 WATER | | | 0008 1012.00 89.000 EACH| 65.12000 5795.68| 75.00000 6675.00| 75.00000 6675.00 RIGHT-OF-WAY MARKERS | | | 0009 1090.00 3.000 EACH| 795.00000 2385.00| 500.00000 1500.00| 500.00000 1500.00 ABANDON WELLS | | | 0010 1101.00 14934.000 SY | 1.62000 24193.08| 5.20000 77656.80| 1.75000 26134.50 REMOVE PAVEMENT | | | 0011 1101.25 240.000 LF | 2.50000 600.00| 2.50000 600.00| 2.50000 600.00 SAWING PAVEMENT | | | 0012 1102.00 27236.000 SY | 1.50000 40854.00| 2.00000 54472.00| 1.50000 40854.00 REMOVE ASPHALT SURFACE | | | 0013 1106.00 1579.000 SY | 2.13000 3363.27| 3.00000 4737.00| 2.50000 3947.50 REMOVE DRIVEWAY | | | 0014 1124.00 1.000 EACH| 592.00000 592.00| 300.00000 300.00| 300.00000 300.00 REMOVE BUILDING AT STA. 181+16 | | | 0015 1124.00 1.000 EACH| 2960.00000 2960.00| 4300.00000 4300.00| 4300.00000 4300.00 REMOVE BUILDING AT STA. 267+10 | | | 0016 1125.00 1.000 EACH| 1630.00000 1630.00| 200.00000 200.00| 180.00000 180.00 CLEAR TRACT AT STA. 180+75 TO 181+41 | | | 0017 1125.00 1.000 EACH| 1480.00000 1480.00| 400.00000 400.00| 380.00000 380.00 CLEAR TRACT AT STA. 258+35.23 TO 258+85 | | | 25 | | | 0018 1125.01 1.000 EACH| 2960.00000 2960.00| 310.00000 310.00| 290.00000 290.00 CLEAR TRACT AT STA. 267+50 TO 269+00 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -19 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 2252 |( 6 ) 0751 |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0019 1128.50 11.000 SY | 7.37000 81.07| 3.50000 38.50| 3.00000 33.00 REMOVE SLAB AT STA. 266+02 | | | 0020 1701.24 674.000 LF | 12.48000 8411.52| 13.00000 8762.00| 12.00000 8088.00 24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | | 6,7 OR 8 | | | 0021 4004.50 10710.000 LB | 1.35000 14458.50| 1.40000 14994.00| 1.35000 14458.50 CAST IRON GRATE AND FRAME | | | 0022 4105.59 9.200 CY | 1580.00000 14536.00| 1600.00000 14720.00| 1580.00000 14536.00 CLASS 47B-3000 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0023 4155.50 6705.000 LB | 1.25000 8381.25| 1.25000 8381.25| 1.25000 8381.25 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0024 4310.18 16.000 EACH| 85.00000 1360.00| 90.00000 1440.00| 85.00000 1360.00 18" FLARED-END SECTION | | | 0025 4900.24 17.000 EACH| 1250.00000 21250.00| 450.00000 7650.00| 450.00000 7650.00 AREA INLET SEDIMENT FILTER | | | 0026 4900.56 1.000 EACH| 750.00000 750.00| 180.00000 180.00| 160.00000 160.00 ADJUST FILLER CAP TO GRADE | | | 0027 6040.00 1.000 EACH| 1004.00000 1004.00| 500.00000 500.00| 500.00000 500.00 REMOVE STRUCTURE AT STA. 206+00 | | | 0028 7017.00 1397.000 LF | 1.50000 2095.50| 1.60000 2235.20| 1.50000 2095.50 REMOVE GUARDRAIL | | | 0029 L006.00 56.000 ACRE| 95.00000 5320.00| 80.00000 4480.00| 250.00000 14000.00 COVER CROP SEEDING | | | 0030 L006.50 1.000 ACRE| 1000.00000 1000.00| 3700.00000 3700.00| 1000.00000 1000.00 TEMPORARY SEEDING | | | 0031 L020.00 7047.000 SY | 1.40000 9865.80| 1.30000 9161.10| 1.40000 9865.80 EROSION CONTROL | | | 0032 L020.09 778.340 SY | 9.50000 7394.23| 13.00000 10118.42| 9.50000 7394.23 EROSION CONTROL, TYPE AAA | | | 0033 L020.10 8455.690 SY | 1.50000 12683.54| 1.40000 11837.97| 1.50000 12683.54 EROSION CONTROL, TYPE HV | | | 0034 L021.06 512.000 BALE| 12.00000 6144.00| 18.00000 9216.00| 12.00000 6144.00 EROSION CHECKS, TYPE HV | | | 0035 L022.11 850.000 LF | 2.50000 2125.00| 2.60000 2210.00| 2.50000 2125.00 FABRIC SILT FENCE-LOW POROSITY | | | 0036 L022.75 1764.000 LF | 3.70000 6526.80| 7.00000 12348.00| 3.70000 6526.80 TEMPORARY SILT CHECK | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -20 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 2252 |( 6 ) 0751 |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0037 L032.75 2.000 TON | 1200.00000 2400.00| 150.00000 300.00| 1200.00000 2400.00 MULCH | | | 0038 P300.18 39.000 LF | 26.32000 1026.48| 30.00000 1170.00| 26.32000 1026.48 18" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0039 P400.18 1311.000 LF | 26.30000 34479.30| 30.00000 39330.00| 26.30000 34479.30 18" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | SECTION TOTALS | $ 945,735.49| $ 1,276,850.04| $ 1,195,382.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | 0040 0030.30 LUMP| 321100.00000 321100.00| 120000.00000 120000.00| 306500.00000 306500.00 MOBILIZATION | | | 0041 2001.00 70.000 CY | 25.47000 1782.90| 11.00000 770.00| 23.00000 1610.00 GRAVEL SURFACE COURSE | | | 0042 2010.00 300.000 CY | 25.47000 7641.00| 13.00000 3900.00| 38.00000 11400.00 CRUSHED ROCK SURFACE COURSE | | | 0043 2021.00 11.000 EACH| 50.00000 550.00| 35.00000 385.00| 50.00000 550.00 MAILBOX POST | | | 0044 3017.40 83.000 SY | 27.00000 2241.00| 22.00000 1826.00| 29.31000 2432.73 CONCRETE CLASS 47B-3000 MEDIAN SURFACIN | | | 0045 3020.23 1205.000 SY | 28.50000 34342.50| 21.00000 25305.00| 28.18000 33956.90 CONCRETE CLASS 47B-3500 DRIVEWAY 8" | | | 0046 3020.24 3611.000 SY | 32.00000 115552.00| 24.00000 86664.00| 31.42000 113457.62 CONCRETE CLASS 47B-3500 DRIVEWAY 10" | | | 0047 3075.52 30792.000 SY | 28.39000 874184.88| 21.50000 662028.00| 23.00000 708216.00 10" CONCRETE PAVEMENT, CLASS 47B-3500 | | | 0048 3075.56 107839.000 SY | 22.84000 2463042.76| 22.85000 2464121.15| 25.00000 2695975.00 10" DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-3500 | | | 0049 3275.20 35905.000 SY | 5.00000 179525.00| 5.75000 206453.75| 4.00000 143620.00 CRUSH CONCRETE PAVEMENT | | | 0050 3300.50 6.440 LS | 9500.00000 9500.00| 10000.00000 10000.00| 8000.00000 8000.00 PORTLAND CEMENT CONCRETE SMOOTHNESS | | | TESTING | | | 0051 7492.04 43100.000 LF | 0.33000 14223.00| 0.35000 15085.00| 0.33000 14223.00 4" WHITE THERMOPLASTIC, TYPE C | | | 0052 7492.05 34500.000 LF | 0.33000 11385.00| 0.35000 12075.00| 0.33000 11385.00 4" YELLOW THERMOPLASTIC, TYPE C | | | 0053 7492.12 400.000 LF | 2.00000 800.00| 2.00000 800.00| 2.00000 800.00 12" YELLOW THERMOPLASTIC, TYPE C | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -21 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 2252 |( 6 ) 0751 |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0054 8029.10 69058.000 SY | 4.14000 285900.12| 3.00000 207174.00| 3.57000 246537.06 AGGREGATE FOUNDATION COURSE-D 4" | | | 0055 8032.00 73443.000 SY | 1.57000 115305.51| 1.20000 88131.60| 1.68000 123384.24 CRUSHED CONCRETE FOUNDATION COURSE | | | 0056 8060.05 558.000 EACH| 60.00000 33480.00| 20.00000 11160.00| 90.00000 50220.00 GRANULAR SUBDRAIN | | | 0057 8101.50 143466.000 SY | 0.73000 104730.18| 1.80000 258238.80| 1.83000 262542.78 STABILIZED SUBGRADE | | | 0058 9009.75 4336.000 SY | 29.00000 125744.00| 25.00000 108400.00| 28.18000 122188.48 TEMPORARY SURFACING | | | 0059 9009.87 4679.000 SY | 29.00000 135691.00| 22.00000 102938.00| 28.18000 131854.22 SURFACING 8" | | | 0060 9111.00 648.000 MGAL| 8.25000 5346.00| 5.00000 3240.00| 10.00000 6480.00 WATER | | | 0061 9170.00 759.495 STA | 44.01000 33425.37| 100.00000 75949.50| 82.02000 62293.78 EARTH SHOULDER CONSTRUCTION | | | 0062 9173.20 9015.000 SY | 0.87000 7843.05| 0.80000 7212.00| 2.62000 23619.30 SUBGRADE PREPARATION | | | 0063 9185.77 666.000 STA | 19.00000 12654.00| 19.00000 12654.00| 19.00000 12654.00 RUMBLE STRIPS, CONCRETE | | | 0064 9188.50 296.000 SY | 36.00000 10656.00| 17.00000 5032.00| 28.18000 8341.28 SURFACING UNDER GUARDRAIL | | | 0065 9190.50 6170.000 TON | 27.72000 171032.40| 27.00000 166590.00| 21.50000 132655.00 FLY ASH | | | SECTION TOTALS | $ 5,077,677.67| $ 4,656,132.80| $ 5,234,896.39 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0066 0030.40 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 MOBILIZATION | | | 0067 4035.00 2.000 EACH| 150.00000 300.00| 150.00000 300.00| 150.00000 300.00 REMOVE FLARED-END SECTION | | | 0068 4035.25 1.000 EACH| 250.00000 250.00| 250.00000 250.00| 250.00000 250.00 REMOVE AND SALVAGE FLARED-END SECTION | | | 0069 4040.00 11.000 EACH| 125.00000 1375.00| 125.00000 1375.00| 125.00000 1375.00 REMOVE HEADWALLS FROM CULVERTS | | | 0070 4050.01 2271.000 CY | 5.36000 12172.56| 5.50000 12490.50| 5.36000 12172.56 EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | | AND HEADWALLS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -22 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 2252 |( 6 ) 0751 |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0071 4100.06 14.000 CY | 600.00000 8400.00| 650.00000 9100.00| 600.00000 8400.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | HEADWALL | | | 0072 4107.07 9.770 CY | 600.00000 5862.00| 650.00000 6350.50| 600.00000 5862.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | CONCRETE COLLARS | | | 0073 4150.00 1941.000 LB | 1.00000 1941.00| 1.00000 1941.00| 1.00000 1941.00 REINFORCING STEEL FOR HEADWALL | | | 0074 4157.00 502.000 LB | 1.00000 502.00| 1.00000 502.00| 1.00000 502.00 REINFORCING STEEL FOR COLLARS | | | 0075 4310.18 2.000 EACH| 60.00000 120.00| 65.00000 130.00| 60.00000 120.00 18" FLARED-END SECTION | | | 0076 4310.24 4.000 EACH| 85.00000 340.00| 95.00000 380.00| 85.00000 340.00 24" FLARED-END SECTION | | | 0077 4310.30 1.000 EACH| 140.00000 140.00| 150.00000 150.00| 140.00000 140.00 30" FLARED-END SECTION | | | 0078 4310.36 4.000 EACH| 220.00000 880.00| 230.00000 920.00| 220.00000 880.00 36" FLARED-END SECTION | | | 0079 4310.72 1.000 EACH| 1100.00000 1100.00| 1200.00000 1200.00| 1100.00000 1100.00 72" FLARED-END SECTION | | | 0080 4362.72 1.000 EACH| 1500.00000 1500.00| 1600.00000 1600.00| 1500.00000 1500.00 INSTALL 72" METAL FLARED-END SECTION | | | 0081 P070.18 35.000 LF | 17.00000 595.00| 18.00000 630.00| 17.00000 595.00 18" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | | | 0082 P070.24 224.000 LF | 19.25000 4312.00| 20.00000 4480.00| 19.25000 4312.00 24" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | | | 0083 P070.36 216.000 LF | 29.36000 6341.76| 31.00000 6696.00| 29.36000 6341.76 36" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | | | 0084 P200.48 294.000 LF | 55.69000 16372.86| 60.00000 17640.00| 55.69000 16372.86 48" CULVERT PIPE, TYPE 2 OR 5 | | | 0085 P200.72 156.000 LF | 100.00000 15600.00| 100.00000 15600.00| 100.00000 15600.00 72" CULVERT PIPE, TYPE 2 OR 5 | | | 0086 P300.06 24.000 LF | 11.56000 277.44| 12.00000 288.00| 11.56000 277.44 6" CULVERT PIPE, TYPE 3, 4 OR 5 | | | 0087 P300.24 13.000 LF | 22.00000 286.00| 23.00000 299.00| 22.00000 286.00 24" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0088 P300.48 186.000 LF | 42.00000 7812.00| 45.00000 8370.00| 42.00000 7812.00 48" CULVERT PIPE, TYPE 3,4 OR 5 | | | 0089 P300.72 91.000 LF | 85.00000 7735.00| 90.00000 8190.00| 85.00000 7735.00 72" CULVERT PIPE, TYPE 3,4 OR 5 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -23 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 2252 |( 6 ) 0751 |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0090 P400.18 2.000 LF | 40.00000 80.00| 42.00000 84.00| 40.00000 80.00 18" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0091 P400.24 70.000 LF | 16.23000 1136.10| 17.00000 1190.00| 16.23000 1136.10 24" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0092 P400.30 48.000 LF | 33.00000 1584.00| 35.00000 1680.00| 33.00000 1584.00 30" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0093 P400.36 249.000 LF | 42.98000 10702.02| 45.00000 11205.00| 42.98000 10702.02 36" CULVERT PIPE, TYPE 2,5,7 OR 8 | | | 0094 P402.24 73.000 LF | 14.56000 1062.88| 15.00000 1095.00| 14.56000 1062.88 24" CULVERT PIPE, TYPE 3,4,5 OR 6 | | | SECTION TOTALS | $ 110,279.62| $ 115,636.00| $ 110,279.62 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4A CONCRETE BOX CULVERT AT STA. 183+90.00 TRIPLE 12' X 6' X 150' CONCRETE BOX CULVERT | | | 0095 0030.40 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 MOBILIZATION | | | 0096 4051.01 609.000 CY | 9.45000 5755.05| 10.00000 6090.00| 9.45000 5755.05 EXCAVATION FOR BOX CULVERTS | | | 0097 4101.06 486.180 CY | 236.51000 114986.43| 250.00000 121545.00| 236.51000 114986.43 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0098 4151.00 63022.000 LB | 0.52000 32771.44| 0.55000 34662.10| 0.52000 32771.44 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 155,012.92| $ 163,797.10| $ 155,012.92 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 4B CONCRETE BOX CULVERT AT STA. 205+00 TRIPLE 12' X 6' X 150' CONCRETE BOX CULVERT | | | 0099 0030.40 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 MOBILIZATION | | | 0100 4051.01 1050.000 CY | 9.25000 9712.50| 10.00000 10500.00| 9.25000 9712.50 EXCAVATION FOR BOX CULVERTS | | | 0101 4101.06 446.280 CY | 236.52000 105554.15| 250.00000 111570.00| 236.52000 105554.15 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0102 4151.00 58631.000 LB | 0.52000 30488.12| 0.55000 32247.05| 0.52000 30488.12 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 147,254.77| $ 155,817.05| $ 147,254.77 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 4C CONCRETE BOX CULVERT AT STA. 225+80.00 TRIPLE 12' X 6' X 150' CONCRETE BOX CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -24 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 2252 |( 6 ) 0751 |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0103 0030.40 LUMP| 1525.00000 1525.00| 1525.00000 1525.00| 1525.00000 1525.00 MOBILIZATION | | | 0104 4051.01 1075.000 CY | 9.25000 9943.75| 10.00000 10750.00| 9.25000 9943.75 EXCAVATION FOR BOX CULVERTS | | | 0105 4101.06 486.180 CY | 241.00000 117169.38| 250.00000 121545.00| 241.00000 117169.38 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0106 4151.00 63022.000 LB | 0.52000 32771.44| 0.55000 34662.10| 0.52000 32771.44 REINFORCING STEEL FOR BOX CULVERT | | | 0107 6040.00 1.000 EACH| 6000.00000 6000.00| 6500.00000 6500.00| 6000.00000 6000.00 REMOVE STRUCTURE | | | SECTION TOTALS | $ 167,409.57| $ 174,982.10| $ 167,409.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 4D CONCRETE BOX CULVERT AT STA. 278+00 TRIPLE 10' X 7' X 150' CONCRETE BOX CULVERT | | | 0108 0030.40 LUMP| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 MOBILIZATION | | | 0109 4051.01 1238.000 CY | 9.25000 11451.50| 10.00000 12380.00| 9.25000 11451.50 EXCAVATION FOR BOX CULVERTS | | | 0110 4101.06 372.360 CY | 225.00000 83781.00| 250.00000 93090.00| 225.00000 83781.00 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | 0111 4151.00 43275.000 LB | 0.52000 22503.00| 0.55000 23801.25| 0.52000 22503.00 REINFORCING STEEL FOR BOX CULVERT | | | 0112 6040.00 1.000 EACH| 6000.00000 6000.00| 6500.00000 6500.00| 6000.00000 6000.00 REMOVE STRUCTURE | | | SECTION TOTALS | $ 125,235.50| $ 137,271.25| $ 125,235.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 4E CONCRETE BOX CULVERT AT STA. 308+94.03 SEXTUPLE 12' X 12' X 174 CONCRETE BOX CULVERT | | | 0113 0030.40 LUMP| 3500.00000 3500.00| 4500.00000 4500.00| 3500.00000 3500.00 MOBILIZATION | | | 0114 4045.00 1.000 EACH| 12000.00000 12000.00| 12000.00000 12000.00| 12000.00000 12000.00 REMOVE STRUCTURE AT STA. 308+94.03 | | | 0115 4051.01 1127.000 CY | 9.25000 10424.75| 10.00000 11270.00| 9.25000 10424.75 EXCAVATION FOR BOX CULVERTS | | | 0116 4101.06 1379.620 CY | 225.00000 310414.50| 250.00000 344905.00| 225.00000 310414.50 CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | | BOX CULVERT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -25 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 2252 |( 6 ) 0751 |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0117 4151.00 159684.000 LB | 0.45000 71857.80| 0.50000 79842.00| 0.45000 71857.80 REINFORCING STEEL FOR BOX CULVERT | | | SECTION TOTALS | $ 408,197.05| $ 452,517.00| $ 408,197.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0009 GROUP 5 SEEDING | | | 0118 0030.50 LUMP| 1.00000 1.00| 500.00000 500.00| 1.00000 1.00 MOBILIZATION | | | 0119 L001.01 37.000 ACRE| 432.00000 15984.00| 550.00000 20350.00| 432.00000 15984.00 SEEDING, TYPE A | | | 0120 L001.02 19.000 ACRE| 363.00000 6897.00| 450.00000 8550.00| 363.00000 6897.00 SEEDING, TYPE B | | | 0121 L032.75 126.000 TON | 68.00000 8568.00| 70.00000 8820.00| 68.00000 8568.00 MULCH | | | SECTION TOTALS | $ 31,450.00| $ 38,220.00| $ 31,450.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0010 GROUP 6 BRIDGE AT STA. 192+70.00 1 48'-0" & 2 36'-0" SPANS CONC SLAB BRIDGE | | | 0122 0030.60 LUMP| 30000.00000 30000.00| 25000.00000 25000.00| 30000.00000 30000.00 MOBILIZATION | | | 0123 1043.50 35.000 SY | 3.00000 105.00| 6.50000 227.50| 3.00000 105.00 RIPRAP FILTER FABRIC | | | 0124 3050.15 173.600 CY | 190.00000 32984.00| 200.00000 34720.00| 190.00000 32984.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0125 3051.10 18540.000 LB | 0.50000 9270.00| 0.55000 10197.00| 0.50000 9270.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0126 6000.10 115.000 LS | 12000.00000 12000.00| 4500.00000 4500.00| 15000.00000 15000.00 ABUTMENT NO.1 EXCAVATION | | | 0127 6000.11 115.000 LS | 12000.00000 12000.00| 4500.00000 4500.00| 15000.00000 15000.00 ABUTMENT NO.2 EXCAVATION | | | 0128 6005.35 85.000 LF | 60.00000 5100.00| 60.00000 5100.00| 60.00000 5100.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0129 6010.22 87.200 CY | 380.00000 33136.00| 400.00000 34880.00| 380.00000 33136.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0130 6010.26 305.400 CY | 210.00000 64134.00| 330.00000 100782.00| 210.00000 64134.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0131 6105.01 10.000 TON | 35.00000 350.00| 52.00000 520.00| 35.00000 350.00 ROCK RIPRAP, TYPE A | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -26 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 2252 |( 6 ) 0751 |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0132 6131.50 83620.000 LB | 0.50000 41810.00| 0.55000 45991.00| 0.50000 41810.00 EPOXY COATED REINFORCING STEEL | | | 0133 6200.00 1920.000 LF | 23.00000 44160.00| 28.00000 53760.00| 23.00000 44160.00 CONCRETE PILING | | | 0134 6310.00 2617.000 SF | 12.00000 31404.00| 12.50000 32712.50| 12.00000 31404.00 STEEL SHEET PILING | | | 0135 6510.51 LUMP| 7000.00000 7000.00| 5500.00000 5500.00| 9000.00000 9000.00 TEMPORARY BRIDGE SHORING | | | 0136 8091.00 230.000 CY | 24.00000 5520.00| 37.00000 8510.00| 24.00000 5520.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 328,973.00| $ 366,900.00| $ 336,973.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0011 GROUP 6A BRIDGE AT STA. 192+70 1 48'-0" & 2 36'-0" SPANS CONC SLAB BRIDGE | | | 0137 0030.60 LUMP| 30000.00000 30000.00| 25000.00000 25000.00| 30000.00000 30000.00 MOBILIZATION | | | 0138 1043.50 35.000 SY | 3.00000 105.00| 5.50000 192.50| 3.00000 105.00 RIPRAP FILTER FABRIC | | | 0139 3050.15 173.600 CY | 190.00000 32984.00| 200.00000 34720.00| 190.00000 32984.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0140 3051.10 18540.000 LB | 0.50000 9270.00| 0.55000 10197.00| 0.50000 9270.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0141 6000.10 135.000 LS | 10000.00000 10000.00| 4500.00000 4500.00| 13000.00000 13000.00 ABUTMENT NO.1 EXCAVATION | | | 0142 6000.11 135.000 LS | 10000.00000 10000.00| 4500.00000 4500.00| 13000.00000 13000.00 ABUTMENT NO.2 EXCAVATION | | | 0143 6005.35 85.000 LF | 60.00000 5100.00| 60.00000 5100.00| 60.00000 5100.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0144 6010.22 92.300 CY | 300.00000 27690.00| 400.00000 36920.00| 300.00000 27690.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0145 6010.26 305.400 CY | 170.00000 51918.00| 330.00000 100782.00| 170.00000 51918.00 CLASS 47BD-4000 CONCRETE FOR BRIDGE | | | 0146 6105.01 10.000 TON | 35.00000 350.00| 55.00000 550.00| 35.00000 350.00 ROCK RIPRAP, TYPE A | | | 0147 6131.50 83810.000 LB | 0.45000 37714.50| 0.50000 41905.00| 0.45000 37714.50 EPOXY COATED REINFORCING STEEL | | | 0148 6200.00 1920.000 LF | 23.00000 44160.00| 28.00000 53760.00| 23.00000 44160.00 CONCRETE PILING | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -27 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 2252 |( 6 ) 0751 |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0149 6310.00 2937.000 SF | 12.00000 35244.00| 12.00000 35244.00| 12.00000 35244.00 STEEL SHEET PILING | | | 0150 8091.00 270.000 CY | 24.00000 6480.00| 35.00000 9450.00| 24.00000 6480.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 301,015.50| $ 362,820.50| $ 307,015.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0012 GROUP 6B BRIDGE AT STA. 236+55 1 76'-0" & 2 62'-0" SPANS PRESTRES CONC INVERTED TEE GIRD BR | | | 0151 0030.60 LUMP| 60000.00000 60000.00| 50000.00000 50000.00| 60000.00000 60000.00 MOBILIZATION | | | 0152 1010.01 2680.000 CY | 3.00000 8040.00| 5.00000 13400.00| 3.00000 8040.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0153 1043.50 35.000 SY | 3.00000 105.00| 3.00000 105.00| 3.00000 105.00 RIPRAP FILTER FABRIC | | | 0154 3050.15 171.500 CY | 190.00000 32585.00| 200.00000 34300.00| 190.00000 32585.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0155 3051.10 18530.000 LB | 0.50000 9265.00| 0.55000 10191.50| 0.50000 9265.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0156 6000.10 180.000 LS | 10000.00000 10000.00| 6500.00000 6500.00| 10000.00000 10000.00 ABUTMENT NO.1 EXCAVATION | | | 0157 6000.11 180.000 LS | 10000.00000 10000.00| 6500.00000 6500.00| 10000.00000 10000.00 ABUTMENT NO.2 EXCAVATION | | | 0158 6001.50 25.000 LS | 15000.00000 15000.00| 6500.00000 6500.00| 15000.00000 15000.00 BENT NO.1 EXCAVATION | | | 0159 6001.51 25.000 LS | 15000.00000 15000.00| 9000.00000 9000.00| 15000.00000 15000.00 BENT NO.2 EXCAVATION | | | 0160 6005.35 83.000 LF | 60.00000 4980.00| 60.00000 4980.00| 60.00000 4980.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0161 6005.60 108.000 EACH| 40.00000 4320.00| 55.00000 5940.00| 40.00000 4320.00 ELASTOMERIC BEARING | | | 0162 6010.22 203.900 CY | 280.00000 57092.00| 325.00000 66267.50| 280.00000 57092.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0163 6010.28 214.000 CY | 170.00000 36380.00| 325.00000 69550.00| 170.00000 36380.00 CLASS 47BD-5000 CONCRETE FOR BRIDGE | | | 0164 6011.11 227.200 LS | 166000.00000 166000.00| 185000.00000 185000.00| 166000.00000 166000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 236+55 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -28 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 2252 |( 6 ) 0751 |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0165 6080.00 995.000 LB | 2.00000 1990.00| 5.00000 4975.00| 2.00000 1990.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0166 6105.01 12.000 TON | 35.00000 420.00| 42.00000 504.00| 35.00000 420.00 ROCK RIPRAP, TYPE A | | | 0167 6105.02 102.000 TON | 30.00000 3060.00| 42.00000 4284.00| 30.00000 3060.00 ROCK RIPRAP, TYPE B | | | 0168 6131.50 63645.000 LB | 0.50000 31822.50| 0.50000 31822.50| 0.50000 31822.50 EPOXY COATED REINFORCING STEEL | | | 0169 6139.50 55.000 SY | 40.00000 2200.00| 23.00000 1265.00| 40.00000 2200.00 SUBSURFACE DRAINAGE MATTING | | | 0170 6210.50 3740.000 LF | 23.00000 86020.00| 28.00000 104720.00| 23.00000 86020.00 PIPE PILING | | | 0171 6310.00 2590.000 SF | 12.00000 31080.00| 13.00000 33670.00| 12.00000 31080.00 STEEL SHEET PILING | | | 0172 6510.51 LUMP| 6000.00000 6000.00| 5500.00000 5500.00| 6000.00000 6000.00 TEMPORARY BRIDGE SHORING | | | 0173 8091.00 350.000 CY | 24.00000 8400.00| 40.00000 14000.00| 24.00000 8400.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 599,759.50| $ 668,974.50| $ 599,759.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0013 GROUP 6C BRIDGE AT STA. 236+55 1 76'-0" & 2 62'-0" SPANS PRESTRES CONC INVERTED TEE GIRD BR | | | 0174 0030.60 LUMP| 60000.00000 60000.00| 80000.00000 80000.00| 60000.00000 60000.00 MOBILIZATION | | | 0175 1010.01 2680.000 CY | 3.00000 8040.00| 5.00000 13400.00| 3.00000 8040.00 EXCAVATION (ESTABLISHED QUANTITY) | | | 0176 1043.50 35.000 SY | 3.00000 105.00| 3.00000 105.00| 3.00000 105.00 RIPRAP FILTER FABRIC | | | 0177 3050.15 171.500 CY | 190.00000 32585.00| 200.00000 34300.00| 190.00000 32585.00 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-4000 | | | 0178 3051.10 18530.000 LB | 0.50000 9265.00| 0.50000 9265.00| 0.50000 9265.00 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0179 6000.10 180.000 LS | 10000.00000 10000.00| 6500.00000 6500.00| 10000.00000 10000.00 ABUTMENT NO.1 EXCAVATION | | | 0180 6000.11 180.000 LS | 10000.00000 10000.00| 6500.00000 6500.00| 10000.00000 10000.00 ABUTMENT NO.2 EXCAVATION | | | 0181 6001.50 25.000 LS | 15000.00000 15000.00| 6500.00000 6500.00| 15000.00000 15000.00 BENT NO.1 EXCAVATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -29 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 2252 |( 6 ) 0751 |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0182 6001.51 25.000 LS | 15000.00000 15000.00| 9500.00000 9500.00| 15000.00000 15000.00 BENT NO.2 EXCAVATION | | | 0183 6005.35 83.000 LF | 60.00000 4980.00| 60.00000 4980.00| 60.00000 4980.00 PRECOMPRESSED POLYURETHANE FOAM JOINT | | | 0184 6005.60 108.000 EACH| 40.00000 4320.00| 55.00000 5940.00| 40.00000 4320.00 ELASTOMERIC BEARING | | | 0185 6010.22 209.200 CY | 200.00000 41840.00| 350.00000 73220.00| 200.00000 41840.00 CLASS 47B-3000 CONCRETE FOR BRIDGE | | | 0186 6010.28 214.000 CY | 170.00000 36380.00| 350.00000 74900.00| 170.00000 36380.00 CLASS 47BD-5000 CONCRETE FOR BRIDGE | | | 0187 6011.11 227.200 LS | 156000.00000 156000.00| 185000.00000 185000.00| 156000.00000 156000.00 PRECAST/PRESTRESSED CONCRETE | | | SUPERSTRUCTURE AT STA. 236+55 | | | 0188 6040.00 1.000 EACH| 12000.00000 12000.00| 22000.00000 22000.00| 12000.00000 12000.00 REMOVE STRUCTURE AT STA. 236+36 | | | 0189 6080.00 995.000 LB | 2.00000 1990.00| 5.00000 4975.00| 2.00000 1990.00 STRUCTURAL STEEL FOR SUBSTRUCTURE | | | 0190 6105.01 12.000 TON | 32.00000 384.00| 45.00000 540.00| 32.00000 384.00 ROCK RIPRAP, TYPE A | | | 0191 6105.02 102.000 TON | 30.00000 3060.00| 45.00000 4590.00| 30.00000 3060.00 ROCK RIPRAP, TYPE B | | | 0192 6131.50 63870.000 LB | 0.45000 28741.50| 0.50000 31935.00| 0.45000 28741.50 EPOXY COATED REINFORCING STEEL | | | 0193 6139.50 63.000 SY | 40.00000 2520.00| 23.00000 1449.00| 40.00000 2520.00 SUBSURFACE DRAINAGE MATTING | | | 0194 6210.50 3740.000 LF | 22.00000 82280.00| 28.00000 104720.00| 22.00000 82280.00 PIPE PILING | | | 0195 6310.00 2905.000 SF | 12.00000 34860.00| 13.00000 37765.00| 12.00000 34860.00 STEEL SHEET PILING | | | 0196 8091.00 350.000 CY | 24.00000 8400.00| 35.00000 12250.00| 24.00000 8400.00 GRANULAR BACKFILL | | | SECTION TOTALS | $ 577,750.50| $ 730,334.00| $ 577,750.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0014 GROUP 7 GUARDRAIL | | | 0197 0030.70 LUMP| 80.00000 80.00| 85.00000 85.00| 880.00000 880.00 MOBILIZATION | | | 0198 7011.20 425.000 LF | 11.00000 4675.00| 12.00000 5100.00| 11.00000 4675.00 W-BEAM GUARDRAIL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -30 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 2252 |( 6 ) 0751 |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0199 7011.30 475.000 LF | 15.00000 7125.00| 16.00000 7600.00| 15.00000 7125.00 THRIE-BEAM GUARDRAIL | | | 0200 7020.00 4.000 EACH| 1615.00000 6460.00| 1800.00000 7200.00| 1615.00000 6460.00 BRIDGE APPROACH SECTIONS | | | 0201 7020.60 4.000 EACH| 1615.00000 6460.00| 1800.00000 7200.00| 1615.00000 6460.00 SPECIAL BRIDGE APPROACH SECTION | | | 0202 7022.00 4.000 EACH| 750.00000 3000.00| 850.00000 3400.00| 750.00000 3000.00 END ANCHORAGE ASSEMBLY | | | 0203 7022.50 4.000 EACH| 4500.00000 18000.00| 5000.00000 20000.00| 4500.00000 18000.00 BULLNOSE-12.5' | | | 0204 7024.25 4.000 EACH| 1750.00000 7000.00| 2000.00000 8000.00| 1750.00000 7000.00 GUARDRAIL END TREATMENT, TYPE I | | | SECTION TOTALS | $ 52,800.00| $ 58,585.00| $ 53,600.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0015 GROUP 8B ELECTRICAL | | | 0205 0030.82 LUMP| 500.00000 500.00| 550.00000 550.00| 900.00000 900.00 MOBILIZATION | | | 0206 A001.06 1.000 EACH| 420.00000 420.00| 420.00000 420.00| 420.00000 420.00 PULL BOX, TYPE PB-2A | | | 0207 A001.16 1.000 EACH| 250.00000 250.00| 250.00000 250.00| 250.00000 250.00 PULL BOX, TYPE PB-6 | | | 0208 A007.08 1.000 EACH| 500.00000 500.00| 500.00000 500.00| 500.00000 500.00 VEHICLE DETECTOR, TYPE TD-3 | | | 0209 A009.57 8.000 EACH| 1910.00000 15280.00| 2000.00000 16000.00| 1910.00000 15280.00 STREET LIGHTING UNIT, TYPE | | | SL-BT-45-12-0.25 | | | 0210 A020.30 1.000 EACH| 2000.00000 2000.00| 2100.00000 2100.00| 2000.00000 2000.00 LIGHTING CONTROL CENTER, TYPE R | | | 0211 A070.10 1040.000 LF | 2.00000 2080.00| 2.00000 2080.00| 2.00000 2080.00 1 1/2-INCH CONDUIT IN TRENCH | | | 0212 A070.14 350.000 LF | 2.50000 875.00| 3.00000 1050.00| 2.50000 875.00 2-INCH CONDUIT IN TRENCH | | | 0213 A072.10 415.000 LF | 2.00000 830.00| 2.00000 830.00| 2.00000 830.00 1 1/2-INCH CONDUIT UNDER ROADWAY | | | 0214 A079.01 425.000 LF | 0.40000 170.00| 0.50000 212.50| 0.40000 170.00 2/C #14 AWG DETECTOR LEAD-IN CABLE | | | 0215 A080.22 2910.000 LF | 0.25000 727.50| 0.30000 873.00| 0.25000 727.50 STREET LIGHTING CABLE, NO. 6 BARE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -31 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 2252 |( 6 ) 0751 |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0216 A080.24 1455.000 LF | 0.70000 1018.50| 0.70000 1018.50| 0.70000 1018.50 STREET LIGHTING CABLE, NO. 6 USE | | | 0217 A600.00 4.000 EACH| 150.00000 600.00| 150.00000 600.00| 150.00000 600.00 REMOVE LIGHTING UNIT | | | 0218 A700.20 1.000 EACH| 800.00000 800.00| 900.00000 900.00| 800.00000 800.00 RELOCATE STREET LIGHTING UNIT | | | 0219 A780.00 2.000 EACH| 2100.00000 4200.00| 2200.00000 4400.00| 2100.00000 4200.00 TEMPORARY LIGHTING SYSTEM, TYPE TR | | | 0220 A800.50 370.000 DAY | 4.50000 1665.00| 5.00000 1850.00| 4.50000 1665.00 OPERATION AND MAINTENANCE OF TEMPORARY | | | LIGHTING SYSTEM, TYPE TR | | | SECTION TOTALS | $ 31,916.00| $ 33,634.00| $ 32,316.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0016 GROUP 10 GENERAL ITEMS | | | 0221 0001.08 36445.000 BDAY| 0.50000 18222.50| 0.50000 18222.50| 0.50000 18222.50 BARRICADE, TYPE II | | | 0222 0001.10 12063.000 BDAY| 1.50000 18094.50| 2.00000 24126.00| 1.25000 15078.75 BARRICADE, TYPE III | | | 0223 0001.90 20781.000 EACH| 0.50000 10390.50| 0.40000 8312.40| 0.35000 7273.35 SIGN DAY | | | 0224 0001.99 5416.000 EACH| 1.00000 5416.00| 1.20000 6499.20| 1.00000 5416.00 CONTRACTOR FURNISHED SIGN DAY | | | 0225 0002.30 25000.000 LF | 0.25000 6250.00| 0.20000 5000.00| 0.25000 6250.00 PAVEMENT MARKING REMOVAL | | | 0226 0002.39 10400.000 LF | 1.00000 10400.00| 0.52000 5408.00| 1.00000 10400.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0227 0002.44 22000.000 LF | 0.07000 1540.00| 0.22000 4840.00| 0.07000 1540.00 TEMPORARY PAVEMENT MARKING, TYPE PAINT | | | 0228 0002.47 4500.000 LF | 1.00000 4500.00| 0.22000 990.00| 1.00000 4500.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0229 0002.61 70.000 EACH| 25.00000 1750.00| 19.00000 1330.00| 25.00000 1750.00 PLOWABLE PAVEMENT MARKER | | | 0230 0002.97 549.000 DAY | 25.00000 13725.00| 10.00000 5490.00| 25.00000 13725.00 FLASHING ARROW PANEL | | | 0231 0003.10 20.000 DAY | 225.00000 4500.00| 140.00000 2800.00| 350.00000 7000.00 FLAGGING | | | 0232 0010.04 1.000 EACH| 6500.00000 6500.00| 2500.00000 2500.00| 8000.00000 8000.00 FIELD OFFICE | | | NEBRASKA DEPARTMENT OF ROADS DATE : 07/31/03 PAGE : F02 -32 TABULATION OF BIDS CALL ORDER : F02 CONTRACT ID : 3849A COUNTIES : MADISON PIERCE LETTING DATE : 07/31/03 1:30 PM DISTRICT : 3 ==================================================================================================================================== |( 4 ) 3652 |( 5 ) 2252 |( 6 ) 0751 |CEDAR VALLEY CORP. AND SUBS |PAULSEN, INC. |JENSEN CO., INC./IRVING F. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0233 0020.00 4000.000 HOUR| 0.80000 3200.00| 0.80000 3200.00| 0.80000 3200.00 TRAINING | | | 0234 0030.00 LUMP| 5000.00000 5000.00| 5000.00000 5000.00| 5000.00000 5000.00 MOBILIZATION | | | 0235 1021.50 37.000 EACH| 15.00000 555.00| 25.00000 925.00| 15.00000 555.00 INSTALL CULVERT DELINEATOR | | | 0236 1021.60 68.000 EACH| 15.00000 1020.00| 20.00000 1360.00| 15.00000 1020.00 INSTALL DELINEATOR, TYPE 1 | | | 0237 7320.30 122.000 EACH| 25.00000 3050.00| 22.00000 2684.00| 25.00000 3050.00 INSTALL SIGN AND POST | | | 0238 9110.01 10.000 HOUR| 75.00000 750.00| 60.00000 600.00| 80.00000 800.00 RENTAL OF LOADER, FULLY OPERATED | | | 0239 9110.03 10.000 HOUR| 65.00000 650.00| 45.00000 450.00| 55.00000 550.00 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | 0240 9110.06 10.000 HOUR| 75.00000 750.00| 45.00000 450.00| 100.00000 1000.00 RENTAL OF BACKHOE, FULLY OPERATED | | | 0241 9110.07 10.000 HOUR| 75.00000 750.00| 35.00000 350.00| 45.00000 450.00 RENTAL OF SKID LOADER, FULLY OPERATED | | | SECTION TOTALS | $ 117,013.50| $ 100,537.10| $ 114,780.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 9,177,480.59| $ 9,493,008.44| $ 9,597,313.32 ==================================================================================================================================== |
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