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11/15/2002
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November 14, 2002
Contract Letting
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NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : 2 VENDOR RANKING CALL ORDER : N17 CONTRACT ID : 7629A COUNTIES : RED WILLOW LETTING DATE : 11/14/02 DISTRICT : 7 CONTRACT DESCRIPTION : PROJECT(S) : S-6-2(1025) ON US-6, W 4TH ST. - E 7TH ST., MCCOOK. -------------------------------------------------------------------------------------------------------------------------- VENDOR NO. BID NOTES -------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 2252 PAULSEN, INC. $ 3,189,394.06 100.0000% 2 1416 LUXA CONSTRUCTION COMPANY, INCORPORATED $ 3,245,532.86 101.7602% 3 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 3,696,102.47 115.8873% 4 2126 CEMENT PRODUCTS, INC. $ 3,750,059.81 117.5791% NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : N17 -3 TABULATION OF BIDS CALL ORDER : N17 CONTRACT ID : 7629A COUNTIES : RED WILLOW LETTING DATE : 11/14/02 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 1416 |( 3 ) 3606 |PAULSEN, INC. |LUXA CONSTRUCTION COMPANY, |DOBSON BROTHERS CONSTRUCTION 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| 20000.00000 20000.00| 36455.51000 36455.51| 20000.00000 20000.00 MOBILIZATION | | | 0002 1009.00 LUMP| 1000.00000 1000.00| 8486.73000 8486.73| 5187.70000 5187.70 GENERAL CLEARING AND GRUBBING | | | 0003 1010.01 4310.000 m3 | 4.05000 17455.50| 5.40000 23274.00| 7.74000 33359.40 EXCAVATION (ESTABLISHED QUANTITY) | | | 0004 1011.00 50.000 kL | 3.00000 150.00| 1.49000 74.50| 1.47000 73.50 WATER | | | 0005 1016.00 180.000 EACH| 150.00000 27000.00| 176.16000 31708.80| 236.25000 42525.00 RE-ESTABLISH PROPERTY CORNER | | | 0006 1101.25 2800.000 m | 7.00000 19600.00| 7.01000 19628.00| 4.58000 12824.00 SAWING PAVEMENT | | | 0007 1102.00 197.000 m2 | 3.50000 689.50| 3.23000 636.31| 0.62000 122.14 REMOVE ASPHALT SURFACE | | | 0008 1109.00 23.000 m | 1.25000 28.75| 1.17000 26.91| 6.17000 141.91 REMOVE CURB | | | 0009 1114.10 14.000 m | 7.75000 108.50| 28.82000 403.48| 15.94000 223.16 REMOVE RETAINING WALL | | | 0010 1123.75 45.000 EACH| 125.00000 5625.00| 147.84000 6652.80| 145.29000 6538.05 REMOVE CONCRETE SIGN BASE | | | 0011 1130.48 3.000 EACH| 500.00000 1500.00| 190.86000 572.58| 76.76000 230.28 ADJUST MONITOR WELL | | | 0012 3275.20 34272.000 m2 | 8.00000 274176.00| 6.75000 231336.00| 3.72000 127491.84 CRUSH CONCRETE PAVEMENT | | | 0013 4093.80 30.000 m2 | 170.00000 5100.00| 129.42000 3882.60| 126.00000 3780.00 WALL MATERIALS | | | 0014 4095.15 21.000 m | 7.50000 157.50| 14.38000 301.98| 26.25000 551.25 COMPACTED EARTH LEVELING PAD | | | 0015 7308.00 3.000 EACH| 5000.00000 15000.00| 1697.35000 5092.05| 846.30000 2538.90 REMOVE SIGN, STRUCTURE, AND FOUNDATION | | | 0016 8024.50 8.000 m3 | 33.00000 264.00| 51.56000 412.48| 47.25000 378.00 SELECT GRANULAR BACKFILL FOR RETAINED | | | EARTH STRUCTURE | | | SECTION TOTALS | $ 387,854.75| $ 368,944.73| $ 255,965.13 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : N17 -4 TABULATION OF BIDS CALL ORDER : N17 CONTRACT ID : 7629A COUNTIES : RED WILLOW LETTING DATE : 11/14/02 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 1416 |( 3 ) 3606 |PAULSEN, INC. |LUXA CONSTRUCTION COMPANY, |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 0002.39 19000.000 m | 2.35000 44650.00| 2.31000 43890.00| 2.07000 39330.00 TEMPORARY PAVEMENT MARKING, TYPE II | | | 0018 0002.47 10000.000 m | 1.65000 16500.00| 1.00000 10000.00| 0.89000 8900.00 TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0019 0030.30 LUMP| 75000.00000 75000.00| 164454.18000 164454.18| 150000.00000 150000.00 MOBILIZATION | | | 0020 2010.00 50.000 m3 | 25.00000 1250.00| 38.78000 1939.00| 36.80000 1840.00 CRUSHED ROCK SURFACE COURSE | | | 0021 3008.05 27.000 EACH| 3.00000 81.00| 5.24000 141.48| 10.67000 288.09 TIE BARS | | | 0022 3013.15 923.000 m | 60.00000 55380.00| 53.47000 49352.81| 63.49000 58601.27 CONCRETE CLASS 47B-25 BARRIER CURB | | | 0023 3016.21 5932.000 m2 | 26.00000 154232.00| 23.99000 142308.68| 29.19000 173155.08 CONCRETE CLASS 47B-20 SIDEWALKS | | | 0024 3016.23 372.000 m2 | 30.00000 11160.00| 35.05000 13038.60| 37.29000 13871.88 150 mm CONCRETE CLASS 47B-20 SIDEWALKS | | | 0025 3017.40 9.000 m2 | 32.60000 293.40| 112.74000 1014.66| 38.16000 343.44 CONCRETE CLASS 47B-20 MEDIAN SURFACING | | | 0026 3020.24 1480.000 m2 | 25.00000 37000.00| 28.74000 42535.20| 38.56000 57068.80 CONCRETE CLASS 47B-25 DRIVEWAY | | | 0027 3040.11 21.900 m2 | 26.00000 569.40| 172.77000 3783.66| 210.00000 4599.00 CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | | DEPTH | | | 0028 3040.12 27.000 m2 | 105.00000 2835.00| 127.06000 3430.62| 189.00000 5103.00 CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | | DEPTH | | | 0029 3040.13 196.000 m2 | 95.00000 18620.00| 120.46000 23610.16| 189.00000 37044.00 CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | | DEPTH | | | 0030 3040.18 15.500 m2 | 145.00000 2247.50| 227.04000 3519.12| 236.25000 3661.88 CONCRETE PAVEMENT REPAIR, TYPE A, | | | PARTIAL DEPTH | | | 0031 3075.42 8904.000 m2 | 32.20000 286708.80| 32.46000 289023.84| 45.45000 404686.80 230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0032 3075.46 17932.000 m2 | 33.60000 602515.20| 33.51000 600901.32| 47.72000 855715.04 230 mm DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-25 | | | 0033 3211.25 78.000 m | 8.00000 624.00| 19.39000 1512.42| 15.75000 1228.50 SEALING CRACKS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : N17 -5 TABULATION OF BIDS CALL ORDER : N17 CONTRACT ID : 7629A COUNTIES : RED WILLOW LETTING DATE : 11/14/02 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 1416 |( 3 ) 3606 |PAULSEN, INC. |LUXA CONSTRUCTION COMPANY, |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 3211.30 5341.000 m | 4.00000 21364.00| 6.51000 34769.91| 7.88000 42087.08 SEALING JOINTS | | | 0035 3221.15 48.000 m2 | 100.00000 4800.00| 136.05000 6530.40| 189.00000 9072.00 CONCRETE PAVEMENT, CLASS PR-25 JOINT | | | REPAIR | | | 0036 3300.65 16.000 EACH| 60.00000 960.00| 88.09000 1409.44| 48.36000 773.76 CONCRETE PAVEMENT THICKNESS CORE | | | 0037 4015.00 12.000 EACH| 150.00000 1800.00| 222.91000 2674.92| 251.27000 3015.24 ADJUST MANHOLE TO GRADE | | | 0038 4765.03 2525.000 m | 14.10000 35602.50| 7.81000 19720.25| 18.14000 45803.50 100 mm PERFORATED CORRUGATED | | | POLYETHYLENE PIPE UNDERDRAIN | | | 0039 7492.04 700.000 m | 1.50000 1050.00| 1.76000 1232.00| 1.58000 1106.00 100 mm WHITE THERMOPLASTIC, TYPE C | | | 0040 7492.05 2600.000 m | 1.50000 3900.00| 1.76000 4576.00| 1.58000 4108.00 100 mm YELLOW THERMOPLASTIC, TYPE C | | | 0041 7500.25 1.000 EACH| 225.00000 225.00| 264.23000 264.23| 236.25000 236.25 LEFT/THRU ARROW PREFORMED PAVEMENT | | | MARKING, TYPE 4 | | | 0042 7500.32 31.000 EACH| 200.00000 6200.00| 234.88000 7281.28| 210.00000 6510.00 ARROW, PREFORMED PAVEMENT MARKING, TYPE | | | 4 | | | 0043 7508.06 150.000 m | 20.00000 3000.00| 23.49000 3523.50| 21.00000 3150.00 300 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 3, GROOVED | | | 0044 7512.13 290.000 m | 40.00000 11600.00| 46.98000 13624.20| 42.00000 12180.00 600 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 3, GROOVED | | | 0045 8032.00 26836.000 m2 | 1.80000 48304.80| 2.83000 75945.88| 1.54000 41327.44 CRUSHED CONCRETE FOUNDATION COURSE | | | 0046 9009.75 86.000 m2 | 40.00000 3440.00| 72.81000 6261.66| 68.16000 5861.76 TEMPORARY SURFACING | | | 0047 9010.00 36320.000 L | 0.05000 1816.00| 0.38000 13801.60| 0.37000 13438.40 PRIME COAT ASPHALTIC OIL | | | 0048 9111.00 459.000 kL | 3.00000 1377.00| 1.17000 537.03| 1.47000 674.73 WATER | | | 0049 9170.00 25.050 StaM| 250.00000 6262.50| 289.17000 7243.71| 824.04000 20642.20 EARTH SHOULDER CONSTRUCTION | | | 0050 9173.20 28316.000 m2 | 1.12000 31713.92| 1.75000 49553.00| 1.85000 52384.60 SUBGRADE PREPARATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : N17 -6 TABULATION OF BIDS CALL ORDER : N17 CONTRACT ID : 7629A COUNTIES : RED WILLOW LETTING DATE : 11/14/02 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 1416 |( 3 ) 3606 |PAULSEN, INC. |LUXA CONSTRUCTION COMPANY, |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 L010.00 553.000 m2 | 7.00000 3871.00| 8.22000 4545.66| 7.35000 4064.55 SODDING | | | SECTION TOTALS | $ 1,496,953.02| $ 1,647,950.42| $ 2,081,872.29 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0052 0030.40 LUMP| 30000.00000 30000.00| 20927.78000 20927.78| 51450.00000 51450.00 MOBILIZATION | | | 0053 1117.00 27.000 EACH| 230.00000 6210.00| 232.92000 6288.84| 236.25000 6378.75 REMOVE MANHOLE | | | 0054 1119.00 34.000 EACH| 230.00000 7820.00| 232.92000 7919.28| 236.25000 8032.50 REMOVE INLET | | | 0055 4002.00 7900.000 kg | 3.00000 23700.00| 2.37000 18723.00| 3.15000 24885.00 CAST IRON COVER AND FRAME | | | 0056 4004.50 1472.000 kg | 3.50000 5152.00| 3.22000 4739.84| 3.68000 5416.96 CAST IRON GRATE AND FRAME | | | 0057 4016.00 1.000 EACH| 2400.00000 2400.00| 1478.67000 1478.67| 2520.00000 2520.00 MANHOLE AT STA. 8+91.5 10.3 M LT. | | | 0058 4016.01 1.000 EACH| 2400.00000 2400.00| 1484.55000 1484.55| 2467.50000 2467.50 MANHOLE AT STA. 8+91.1 11.1 M RT. | | | 0059 4016.02 1.000 EACH| 2600.00000 2600.00| 1316.36000 1316.36| 2625.00000 2625.00 MANHOLE AT STA. 9+00.2 15.5 M LT. | | | 0060 4016.03 1.000 EACH| 2000.00000 2000.00| 1265.47000 1265.47| 1995.00000 1995.00 MANHOLE AT STA. 10+14.4 13.2 M RT. | | | 0061 4016.04 1.000 EACH| 1800.00000 1800.00| 1265.47000 1265.47| 1837.50000 1837.50 MANHOLE AT STA. 10+14.4 11.4 M LT. | | | 0062 4016.05 1.000 EACH| 1800.00000 1800.00| 1198.92000 1198.92| 1811.25000 1811.25 MANHOLE AT STA. 10+57 6.6 M LT. | | | 0063 4016.06 1.000 EACH| 2000.00000 2000.00| 1098.85000 1098.85| 2079.00000 2079.00 MANHOLE AT STA. 11+33.7 6.6 M LT. | | | 0064 4016.07 1.000 EACH| 2000.00000 2000.00| 1134.08000 1134.08| 2100.00000 2100.00 MANHOLE AT STA. 11+33.7 13.3 M RT. | | | 0065 4016.08 1.000 EACH| 1900.00000 1900.00| 1198.92000 1198.92| 1963.50000 1963.50 MANHOLE AT STA. 11+33.7 16.2 M LT. | | | 0066 4016.09 1.000 EACH| 1900.00000 1900.00| 1204.80000 1204.80| 1890.00000 1890.00 MANHOLE AT STA. 11+71.8 6.6 M LT. | | | 0067 4016.10 1.000 EACH| 2200.00000 2200.00| 1322.23000 1322.23| 2278.50000 2278.50 MANHOLE AT STA. 12+38 6.6 M RT. | | | 0068 4016.11 1.000 EACH| 2800.00000 2800.00| 1555.01000 1555.01| 2940.00000 2940.00 MANHOLE AT STA. 12+54.6 6.6 M LT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : N17 -7 TABULATION OF BIDS CALL ORDER : N17 CONTRACT ID : 7629A COUNTIES : RED WILLOW LETTING DATE : 11/14/02 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 1416 |( 3 ) 3606 |PAULSEN, INC. |LUXA CONSTRUCTION COMPANY, |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 4016.12 1.000 EACH| 2300.00000 2300.00| 1519.78000 1519.78| 2415.00000 2415.00 MANHOLE AT STA. 12+54.6 16.2 M LT. | | | 0070 4016.13 1.000 EACH| 2500.00000 2500.00| 1306.43000 1306.43| 2546.25000 2546.25 MANHOLE AT STA. 13+74.5 9.9 M LT. | | | 0071 4016.14 1.000 EACH| 2100.00000 2100.00| 1300.56000 1300.56| 2142.00000 2142.00 MANHOLE AT STA. 13+74.5 13.4 M RT. | | | 0072 4016.15 1.000 EACH| 2000.00000 2000.00| 1275.26000 1275.26| 1916.25000 1916.25 MANHOLE AT STA. 14+89.6 11.5 M LT. | | | 0073 4016.16 1.000 EACH| 2200.00000 2200.00| 1275.26000 1275.26| 2289.00000 2289.00 MANHOLE AT STA. 14+89.6 12.2 M RT. | | | 0074 4016.17 1.000 EACH| 2100.00000 2100.00| 1306.43000 1306.43| 2152.50000 2152.50 MANHOLE AT STA. 16+05.9 9.8 M LT. | | | 0075 4016.18 1.000 EACH| 2100.00000 2100.00| 1265.33000 1265.33| 2152.50000 2152.50 MANHOLE AT STA. 17+21.3 6.6 M LT. | | | 0076 4016.19 1.000 EACH| 2300.00000 2300.00| 1306.43000 1306.43| 2404.50000 2404.50 MANHOLE AT STA. 17+21.3 10.3 M RT. | | | 0077 4016.20 1.000 EACH| 1900.00000 1900.00| 1183.66000 1183.66| 1932.00000 1932.00 MANHOLE AT STA. 17+88.3 6.6 M LT. | | | 0078 4016.21 1.000 EACH| 2300.00000 2300.00| 1322.23000 1322.23| 2404.50000 2404.50 MANHOLE AT STA. 18+36.9 18.9 M LT. | | | 0079 4016.22 1.000 EACH| 2000.00000 2000.00| 1240.03000 1240.03| 2016.00000 2016.00 MANHOLE AT STA. 18+36.9 13.0 M RT. | | | 0080 4018.00 1.000 EACH| 345.00000 345.00| 230.56000 230.56| 362.25000 362.25 TAPPING EXISTING STRUCTURE | | | 0081 4043.50 998.000 m | 28.00000 27944.00| 21.05000 21007.90| 25.20000 25149.60 REMOVE SEWER PIPE | | | 0082 4105.59 163.100 m3 | 720.00000 117432.00| 397.47000 64827.36| 724.50000 118165.95 CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0083 4107.07 2.440 m3 | 785.00000 1915.40| 673.54000 1643.44| 824.25000 2011.17 CLASS 47B-20 OR AX-20 CONCRETE FOR | | | CONCRETE COLLARS | | | 0084 4155.50 7137.000 kg | 2.00000 14274.00| 1.23000 8778.51| 2.00000 14274.00 REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0085 4157.00 118.000 kg | 2.25000 265.50| 1.18000 139.24| 2.26000 266.68 REINFORCING STEEL FOR COLLARS | | | 0086 P700.12 11.000 m | 88.00000 968.00| 82.77000 910.47| 90.30000 993.30 300 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : N17 -8 TABULATION OF BIDS CALL ORDER : N17 CONTRACT ID : 7629A COUNTIES : RED WILLOW LETTING DATE : 11/14/02 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 1416 |( 3 ) 3606 |PAULSEN, INC. |LUXA CONSTRUCTION COMPANY, |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 P700.15 255.300 m | 90.00000 22977.00| 89.77000 22918.28| 92.40000 23589.72 375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0088 P700.18 683.400 m | 110.00000 75174.00| 99.43000 67950.46| 105.00000 71757.00 450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0089 P700.24 466.700 m | 145.00000 67671.50| 124.19000 57959.47| 139.65000 65174.66 600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0090 P700.30 109.500 m | 175.00000 19162.50| 159.43000 17457.59| 181.65000 19890.68 750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0091 P700.36 53.600 m | 220.00000 11792.00| 198.64000 10647.10| 224.70000 12043.92 900 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | SECTION TOTALS | $ 482,402.90| $ 362,893.85| $ 500,719.89 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4A WATER MAIN | | | 0092 0030.40 LUMP| 15000.00000 15000.00| 9134.74000 9134.74| 20000.00000 20000.00 MOBILIZATION | | | 0093 1117.00 6.000 EACH| 250.00000 1500.00| 344.41000 2066.46| 262.50000 1575.00 REMOVE MANHOLE | | | 0094 W175.01 24.000 EACH| 430.00000 10320.00| 108.19000 2596.56| 451.50000 10836.00 25 mm CORPORATION STOP | | | 0095 W175.05 2.000 EACH| 500.00000 1000.00| 301.90000 603.80| 525.00000 1050.00 31 mm CORPORATION STOP | | | 0096 W175.09 1.000 EACH| 715.00000 715.00| 539.92000 539.92| 750.75000 750.75 50 mm CORPORATION STOP | | | 0097 W176.26 232.000 m | 40.00000 9280.00| 44.69000 10368.08| 35.70000 8282.40 25 mm WATER SERVICE | | | 0098 W176.28 20.000 m | 40.00000 800.00| 42.03000 840.60| 36.75000 735.00 31 mm WATER SERVICE | | | 0099 W176.30 10.000 m | 40.00000 400.00| 56.44000 564.40| 40.95000 409.50 50 mm WATER SERVICE | | | 0100 W200.04 1922.000 kg | 3.70000 7111.40| 7.88000 15145.36| 3.78000 7265.16 DUCTILE IRON FITTINGS, M.J. | | | 0101 W202.11 1801.000 m | 72.00000 129672.00| 63.86000 115011.86| 66.15000 119136.15 150 mm P.V.C. PIPE AND FITTINGS | | | 0102 W202.13 52.000 m | 104.00000 5408.00| 78.87000 4101.24| 109.20000 5678.40 250 mm P.V.C. PIPE AND FITTINGS | | | 0103 W202.15 39.000 m | 135.00000 5265.00| 88.72000 3460.08| 133.35000 5200.65 300 mm P.V.C. PIPE AND FITTINGS | | | 0104 W219.66 42.000 EACH| 600.00000 25200.00| 489.77000 20570.34| 619.50000 26019.00 150 mm GATE VALVE AND BOX | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : N17 -9 TABULATION OF BIDS CALL ORDER : N17 CONTRACT ID : 7629A COUNTIES : RED WILLOW LETTING DATE : 11/14/02 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 1416 |( 3 ) 3606 |PAULSEN, INC. |LUXA CONSTRUCTION COMPANY, |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0105 W219.70 2.000 EACH| 1100.00000 2200.00| 900.45000 1800.90| 1102.50000 2205.00 250 mm GATE VALVE AND BOX | | | 0106 W219.72 2.000 EACH| 1300.00000 2600.00| 1085.34000 2170.68| 1312.50000 2625.00 300 mm GATE VALVE AND BOX | | | 0107 W221.90 2.000 EACH| 8500.00000 17000.00| 9071.96000 18143.92| 8610.00000 17220.00 250 mm INSERTABLE VALVE | | | 0108 W222.00 12.000 EACH| 1500.00000 18000.00| 2118.25000 25419.00| 1522.50000 18270.00 FIRE HYDRANT | | | 0109 W350.30 1.000 EACH| 3000.00000 3000.00| 4308.87000 4308.87| 2625.00000 2625.00 250 mm X 250 mm TAPPING SLEEVE AND VALV | | | SECTION TOTALS | $ 254,471.40| $ 236,846.81| $ 249,883.01 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 901+64.59 | | | 0110 0030.60 LUMP| 5000.00000 5000.00| 5284.72000 5284.72| 4725.00000 4725.00 MOBILIZATION | | | 0111 1101.00 237.000 m2 | 15.00000 3555.00| 15.85000 3756.45| 14.18000 3360.66 REMOVE PAVEMENT | | | 0112 3050.15 92.500 m3 | 390.00000 36075.00| 458.01000 42365.93| 409.50000 37878.75 CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0113 3051.10 4797.000 kg | 1.65000 7915.05| 1.94000 9306.18| 1.73000 8298.81 EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0114 6210.12 82.200 m | 93.00000 7644.60| 109.22000 8977.88| 97.65000 8026.83 HP 250 mm X 62 kg STEEL PILING | | | SECTION TOTALS | $ 60,189.65| $ 69,691.16| $ 62,290.05 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 7 GUARD RAIL | | | 0115 0030.70 LUMP| 1000.00000 1000.00| 174.38000 174.38| 4200.00000 4200.00 MOBILIZATION | | | 0116 7017.00 40.000 m | 45.00000 1800.00| 29.36000 1174.40| 52.50000 2100.00 REMOVE GUARDRAIL | | | 0117 7018.01 40.000 m | 55.00000 2200.00| 35.23000 1409.20| 87.94000 3517.60 RESET GUARDRAIL | | | SECTION TOTALS | $ 5,000.00| $ 2,757.98| $ 9,817.60 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 8B ELECTRICAL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : N17 -10 TABULATION OF BIDS CALL ORDER : N17 CONTRACT ID : 7629A COUNTIES : RED WILLOW LETTING DATE : 11/14/02 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 1416 |( 3 ) 3606 |PAULSEN, INC. |LUXA CONSTRUCTION COMPANY, |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 0003.75 1.000 EACH| 10000.00000 10000.00| 11215.34000 11215.34| 10027.50000 10027.50 TEMPORARY TRAFFIC SIGNAL AT US-6 & | | | NORRIS STREET | | | 0119 0003.76 1.000 EACH| 10000.00000 10000.00| 11215.34000 11215.34| 10027.50000 10027.50 TEMPORARY TRAFFIC SIGNAL AT US-6 & EAST | | | 6TH STREET | | | 0120 0030.81 LUMP| 25000.00000 25000.00| 12683.32000 12683.32| 17500.00000 17500.00 MOBILIZATION | | | 0121 A001.01 27.000 EACH| 525.00000 14175.00| 616.55000 16646.85| 551.25000 14883.75 PULL BOX, TYPE PB-1 | | | 0122 A001.02 7.000 EACH| 475.00000 3325.00| 557.83000 3904.81| 498.75000 3491.25 PULL BOX, TYPE PB-1A | | | 0123 A003.10 31.000 EACH| 750.00000 23250.00| 880.79000 27304.49| 787.50000 24412.50 TRAFFIC SIGNAL, TYPE TS-1 | | | 0124 A004.04 3.000 EACH| 1400.00000 4200.00| 1644.13000 4932.39| 1470.00000 4410.00 TRAFFIC SIGNAL, TYPE TS-1LL | | | 0125 A006.15 32.000 EACH| 500.00000 16000.00| 587.19000 18790.08| 525.00000 16800.00 PEDESTRIAN SIGNAL, TYPE PS-1 | | | 0126 A006.70 16.000 EACH| 75.00000 1200.00| 88.08000 1409.28| 78.75000 1260.00 PEDESTRIAN PUSHBUTTON, TYPE PPB | | | 0127 A006.98 72.000 EACH| 150.00000 10800.00| 176.16000 12683.52| 157.50000 11340.00 VEHICLE DETECTOR, TYPE A PREFORMED | | | 0128 A007.00 24.000 EACH| 200.00000 4800.00| 234.88000 5637.12| 210.00000 5040.00 VEHICLE DETECTOR, TYPE B PREFORMED | | | 0129 A008.78 26.000 EACH| 1600.00000 41600.00| 1879.01000 48854.26| 1680.00000 43680.00 STREET LIGHTING UNIT, TYPE SL-A-12.2-1. | | | 8-0.25F | | | 0130 A011.06 5.000 EACH| 4200.00000 21000.00| 4932.40000 24662.00| 4410.00000 22050.00 COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-8.0-1.8 | | | 0131 A011.36 3.000 EACH| 5000.00000 15000.00| 5871.91000 17615.73| 5250.00000 15750.00 COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-11-1.8 | | | 0132 A011.60 3.000 EACH| 5100.00000 15300.00| 5989.34000 17968.02| 5355.00000 16065.00 COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-12.5-1.8 | | | 0133 A012.73 1.000 EACH| 6600.00000 6600.00| 7516.04000 7516.04| 6720.00000 6720.00 COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-17-1.8 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : N17 -11 TABULATION OF BIDS CALL ORDER : N17 CONTRACT ID : 7629A COUNTIES : RED WILLOW LETTING DATE : 11/14/02 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 1416 |( 3 ) 3606 |PAULSEN, INC. |LUXA CONSTRUCTION COMPANY, |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0134 A013.80 2.000 EACH| 5000.00000 10000.00| 4697.53000 9395.06| 4200.00000 8400.00 COMBINATION LIGHT AND SIGN POLE | | | 0135 A016.45 2.000 EACH| 3500.00000 7000.00| 4110.34000 8220.68| 3675.00000 7350.00 MAST ARM SIGNAL POLE, TYPE MP-8 | | | 0136 A016.55 2.000 EACH| 4100.00000 8200.00| 4814.97000 9629.94| 4305.00000 8610.00 MAST ARM SIGNAL POLE, TYPE MP-11 | | | 0137 A020.30 2.000 EACH| 1500.00000 3000.00| 1644.14000 3288.28| 1470.00000 2940.00 LIGHTING CONTROL CENTER, TYPE R | | | 0138 A070.10 1687.000 m | 7.00000 11809.00| 7.99000 13479.13| 7.14000 12045.18 38 mm CONDUIT IN TRENCH | | | 0139 A070.14 988.500 m | 8.00000 7908.00| 8.93000 8827.31| 7.98000 7888.23 50 mm CONDUIT IN TRENCH | | | 0140 A072.10 762.000 m | 7.00000 5334.00| 8.10000 6172.20| 7.25000 5524.50 38 mm CONDUIT UNDER ROADWAY | | | 0141 A072.14 538.600 m | 7.75000 4174.15| 8.98000 4836.63| 8.03000 4324.96 50 mm CONDUIT UNDER ROADWAY | | | 0142 A072.18 101.400 m | 11.60000 1176.24| 13.62000 1381.07| 12.18000 1235.05 75 mm CONDUIT UNDER ROADWAY | | | 0143 A077.12 496.300 m | 1.00000 496.30| 1.17000 580.67| 1.05000 521.12 2/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0144 A077.17 1177.400 m | 2.00000 2354.80| 2.35000 2766.89| 2.10000 2472.54 7/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0145 A077.22 496.300 m | 3.50000 1737.05| 4.11000 2039.79| 3.68000 1826.38 12/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0146 A079.01 822.300 m | 1.00000 822.30| 1.17000 962.09| 1.05000 863.42 2/C #14 AWG DETECTOR LEAD-IN CABLE | | | 0147 A079.50 1565.400 m | 1.00000 1565.40| 1.17000 1831.52| 1.05000 1643.67 GROUNDING CONDUCTOR | | | 0148 A079.55 240.000 m | 2.00000 480.00| 2.35000 564.00| 2.10000 504.00 SERVICE CABLE | | | 0149 A080.10 1686.000 m | 2.50000 4215.00| 2.94000 4956.84| 2.63000 4434.18 STREET LIGHTING CABLE, NO. 2 USE | | | 0150 A080.22 2449.000 m | 1.00000 2449.00| 1.17000 2865.33| 1.05000 2571.45 STREET LIGHTING CABLE, NO. 6 BARE | | | 0151 A080.24 5661.000 m | 1.50000 8491.50| 1.76000 9963.36| 1.58000 8944.38 STREET LIGHTING CABLE, NO. 6 USE | | | 0152 A450.00 22.000 EACH| 150.00000 3300.00| 176.16000 3875.52| 157.50000 3465.00 INSTALL PULL BOX | | | 0153 A500.20 4.000 EACH| 750.00000 3000.00| 880.79000 3523.16| 787.50000 3150.00 INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | | TC-170 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : N17 -12 TABULATION OF BIDS CALL ORDER : N17 CONTRACT ID : 7629A COUNTIES : RED WILLOW LETTING DATE : 11/14/02 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 1416 |( 3 ) 3606 |PAULSEN, INC. |LUXA CONSTRUCTION COMPANY, |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0154 A565.04 840.000 m | 6.00000 5040.00| 7.05000 5922.00| 6.30000 5292.00 INSTALL 100 MM CONDUIT IN TRENCH | | | 0155 A565.09 685.000 m | 6.00000 4110.00| 7.05000 4829.25| 6.30000 4315.50 INSTALL 100 MM CONDUIT UNDER ROADWAY | | | 0156 A600.00 44.000 EACH| 250.00000 11000.00| 293.60000 12918.40| 262.50000 11550.00 REMOVE LIGHTING UNIT | | | 0157 A610.00 1.000 EACH| 3000.00000 3000.00| 2935.95000 2935.95| 2625.00000 2625.00 REMOVE TRAFFIC SIGNAL AT US-6 & EAST | | | 6TH STREET | | | 0158 A610.01 1.000 EACH| 3000.00000 3000.00| 2935.95000 2935.95| 2625.00000 2625.00 REMOVE TRAFFIC SIGNAL AT US-6 & EAST | | | 1ST STREET | | | 0159 A610.02 1.000 EACH| 3000.00000 3000.00| 2935.95000 2935.95| 2625.00000 2625.00 REMOVE TRAFFIC SIGNAL AT US-6 & NORRIS | | | STREET | | | 0160 A610.03 1.000 EACH| 3000.00000 3000.00| 2935.95000 2935.95| 2625.00000 2625.00 REMOVE TRAFFIC SIGNAL AT US-6 & WEST | | | 1ST STREET | | | SECTION TOTALS | $ 341,912.74| $ 377,611.51| $ 343,829.06 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 10 GENERAL ITEMS | | | 0161 0001.08 59040.000 BDAY| 0.50000 29520.00| 0.50000 29520.00| 0.50000 29520.00 BARRICADE, TYPE II | | | 0162 0001.10 12412.000 BDAY| 3.00000 37236.00| 2.35000 29168.20| 2.10000 26065.20 BARRICADE, TYPE III | | | 0163 0001.90 11486.000 EACH| 0.60000 6891.60| 0.29000 3330.94| 0.26000 2986.36 SIGN DAY | | | 0164 0001.98 8386.000 EACH| 2.00000 16772.00| 1.17000 9811.62| 1.05000 8805.30 CONTRACTOR FURNISHED SIGN | | | 0165 0002.85 120.000 EACH| 26.00000 3120.00| 37.58000 4509.60| 33.60000 4032.00 TUBULAR POST | | | 0166 0002.97 722.000 DAY | 25.00000 18050.00| 29.36000 21197.92| 26.25000 18952.50 FLASHING ARROW PANEL | | | 0167 0003.10 122.000 DAY | 140.00000 17080.00| 389.06000 47465.32| 213.07000 25994.54 FLAGGING | | | 0168 0005.10 369.000 DAY | 60.00000 22140.00| 70.46000 25999.74| 147.86000 54560.34 TRAFFIC CONTROL MANAGEMENT | | | 0169 0030.10 LUMP| 5000.00000 5000.00| 1748.76000 1748.76| 15000.00000 15000.00 MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : N17 -13 TABULATION OF BIDS CALL ORDER : N17 CONTRACT ID : 7629A COUNTIES : RED WILLOW LETTING DATE : 11/14/02 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 1 ) 2252 |( 2 ) 1416 |( 3 ) 3606 |PAULSEN, INC. |LUXA CONSTRUCTION COMPANY, |DOBSON BROTHERS CONSTRUCTION CO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 9110.01 30.000 HOUR| 50.00000 1500.00| 77.15000 2314.50| 65.38000 1961.40 RENTAL OF LOADER, FULLY OPERATED | | | 0171 9110.02 30.000 HOUR| 70.00000 2100.00| 83.82000 2514.60| 58.38000 1751.40 RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0172 9110.03 30.000 HOUR| 40.00000 1200.00| 41.84000 1255.20| 69.88000 2096.40 RENTAL OF DUMP TRUCK, FULLY OPERATED | | | SECTION TOTALS | $ 160,609.60| $ 178,836.40| $ 191,725.44 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,189,394.06| $ 3,245,532.86| $ 3,696,102.47 ==================================================================================================================================== NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : N17 -14 TABULATION OF BIDS CALL ORDER : N17 CONTRACT ID : 7629A COUNTIES : RED WILLOW LETTING DATE : 11/14/02 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 4 ) 2126 |( ) |( ) |CEMENT PRODUCTS, 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| 36750.00000 36750.00| | MOBILIZATION | | | 0002 1009.00 LUMP| 4000.00000 4000.00| | GENERAL CLEARING AND GRUBBING | | | 0003 1010.01 4310.000 m3 | 6.25000 26937.50| | EXCAVATION (ESTABLISHED QUANTITY) | | | 0004 1011.00 50.000 kL | 1.50000 75.00| | WATER | | | 0005 1016.00 180.000 EACH| 200.00000 36000.00| | RE-ESTABLISH PROPERTY CORNER | | | 0006 1101.25 2800.000 m | 16.80000 47040.00| | SAWING PAVEMENT | | | 0007 1102.00 197.000 m2 | 12.50000 2462.50| | REMOVE ASPHALT SURFACE | | | 0008 1109.00 23.000 m | 9.00000 207.00| | REMOVE CURB | | | 0009 1114.10 14.000 m | 25.00000 350.00| | REMOVE RETAINING WALL | | | 0010 1123.75 45.000 EACH| 400.00000 18000.00| | REMOVE CONCRETE SIGN BASE | | | 0011 1130.48 3.000 EACH| 500.00000 1500.00| | ADJUST MONITOR WELL | | | 0012 3275.20 34272.000 m2 | 7.50000 257040.00| | CRUSH CONCRETE PAVEMENT | | | 0013 4093.80 30.000 m2 | 100.00000 3000.00| | WALL MATERIALS | | | 0014 4095.15 21.000 m | 25.00000 525.00| | COMPACTED EARTH LEVELING PAD | | | 0015 7308.00 3.000 EACH| 1200.00000 3600.00| | REMOVE SIGN, STRUCTURE, AND FOUNDATION | | | 0016 8024.50 8.000 m3 | 40.00000 320.00| | SELECT GRANULAR BACKFILL FOR RETAINED | | | EARTH STRUCTURE | | | SECTION TOTALS | $ 437,807.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0002 GROUP 3 CONCRETE PAVEMENT | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : N17 -15 TABULATION OF BIDS CALL ORDER : N17 CONTRACT ID : 7629A COUNTIES : RED WILLOW LETTING DATE : 11/14/02 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 4 ) 2126 |( ) |( ) |CEMENT PRODUCTS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0017 0002.39 19000.000 m | 2.50000 47500.00| | TEMPORARY PAVEMENT MARKING, TYPE II | | | 0018 0002.47 10000.000 m | 1.02000 10200.00| | TEMPORARY PAVEMENT MARKING SURFACE | | | PREPARATION | | | 0019 0030.30 LUMP| 200000.00000 200000.00| | MOBILIZATION | | | 0020 2010.00 50.000 m3 | 58.50000 2925.00| | CRUSHED ROCK SURFACE COURSE | | | 0021 3008.05 27.000 EACH| 7.00000 189.00| | TIE BARS | | | 0022 3013.15 923.000 m | 82.05000 75732.15| | CONCRETE CLASS 47B-25 BARRIER CURB | | | 0023 3016.21 5932.000 m2 | 34.50000 204654.00| | CONCRETE CLASS 47B-20 SIDEWALKS | | | 0024 3016.23 372.000 m2 | 36.00000 13392.00| | 150 mm CONCRETE CLASS 47B-20 SIDEWALKS | | | 0025 3017.40 9.000 m2 | 40.00000 360.00| | CONCRETE CLASS 47B-20 MEDIAN SURFACING | | | 0026 3020.24 1480.000 m2 | 37.67000 55751.60| | CONCRETE CLASS 47B-25 DRIVEWAY | | | 0027 3040.11 21.900 m2 | 150.00000 3285.00| | CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | | DEPTH | | | 0028 3040.12 27.000 m2 | 150.00000 4050.00| | CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | | DEPTH | | | 0029 3040.13 196.000 m2 | 110.00000 21560.00| | CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | | DEPTH | | | 0030 3040.18 15.500 m2 | 150.00000 2325.00| | CONCRETE PAVEMENT REPAIR, TYPE A, | | | PARTIAL DEPTH | | | 0031 3075.42 8904.000 m2 | 36.50000 324996.00| | 230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | | 0032 3075.46 17932.000 m2 | 39.80000 713693.60| | 230 mm DOWELED CONCRETE PAVEMENT, CLASS | | | 47B-25 | | | 0033 3211.25 78.000 m | 4.00000 312.00| | SEALING CRACKS | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : N17 -16 TABULATION OF BIDS CALL ORDER : N17 CONTRACT ID : 7629A COUNTIES : RED WILLOW LETTING DATE : 11/14/02 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 4 ) 2126 |( ) |( ) |CEMENT PRODUCTS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0034 3211.30 5341.000 m | 2.25000 12017.25| | SEALING JOINTS | | | 0035 3221.15 48.000 m2 | 110.00000 5280.00| | CONCRETE PAVEMENT, CLASS PR-25 JOINT | | | REPAIR | | | 0036 3300.65 16.000 EACH| 75.00000 1200.00| | CONCRETE PAVEMENT THICKNESS CORE | | | 0037 4015.00 12.000 EACH| 350.00000 4200.00| | ADJUST MANHOLE TO GRADE | | | 0038 4765.03 2525.000 m | 5.00000 12625.00| | 100 mm PERFORATED CORRUGATED | | | POLYETHYLENE PIPE UNDERDRAIN | | | 0039 7492.04 700.000 m | 2.57000 1799.00| | 100 mm WHITE THERMOPLASTIC, TYPE C | | | 0040 7492.05 2600.000 m | 2.57000 6682.00| | 100 mm YELLOW THERMOPLASTIC, TYPE C | | | 0041 7500.25 1.000 EACH| 390.00000 390.00| | LEFT/THRU ARROW PREFORMED PAVEMENT | | | MARKING, TYPE 4 | | | 0042 7500.32 31.000 EACH| 230.00000 7130.00| | ARROW, PREFORMED PAVEMENT MARKING, TYPE | | | 4 | | | 0043 7508.06 150.000 m | 14.80000 2220.00| | 300 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 3, GROOVED | | | 0044 7512.13 290.000 m | 28.50000 8265.00| | 600 mm WHITE PREFORMED PAVEMENT MARKING | | | TYPE 3, GROOVED | | | 0045 8032.00 26836.000 m2 | 3.30000 88558.80| | CRUSHED CONCRETE FOUNDATION COURSE | | | 0046 9009.75 86.000 m2 | 10.00000 860.00| | TEMPORARY SURFACING | | | 0047 9010.00 36320.000 L | 0.70000 25424.00| | PRIME COAT ASPHALTIC OIL | | | 0048 9111.00 459.000 kL | 10.00000 4590.00| | WATER | | | 0049 9170.00 25.050 StaM| 500.00000 12525.00| | EARTH SHOULDER CONSTRUCTION | | | 0050 9173.20 28316.000 m2 | 1.10000 31147.60| | SUBGRADE PREPARATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : N17 -17 TABULATION OF BIDS CALL ORDER : N17 CONTRACT ID : 7629A COUNTIES : RED WILLOW LETTING DATE : 11/14/02 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 4 ) 2126 |( ) |( ) |CEMENT PRODUCTS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0051 L010.00 553.000 m2 | 8.00000 4424.00| | SODDING | | | SECTION TOTALS | $ 1,910,263.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0003 GROUP 4 CULVERTS | | | 0052 0030.40 LUMP| 99000.00000 99000.00| | MOBILIZATION | | | 0053 1117.00 27.000 EACH| 225.00000 6075.00| | REMOVE MANHOLE | | | 0054 1119.00 34.000 EACH| 225.00000 7650.00| | REMOVE INLET | | | 0055 4002.00 7900.000 kg | 3.00000 23700.00| | CAST IRON COVER AND FRAME | | | 0056 4004.50 1472.000 kg | 3.50000 5152.00| | CAST IRON GRATE AND FRAME | | | 0057 4016.00 1.000 EACH| 2400.00000 2400.00| | MANHOLE AT STA. 8+91.5 10.3 M LT. | | | 0058 4016.01 1.000 EACH| 2350.00000 2350.00| | MANHOLE AT STA. 8+91.1 11.1 M RT. | | | 0059 4016.02 1.000 EACH| 2500.00000 2500.00| | MANHOLE AT STA. 9+00.2 15.5 M LT. | | | 0060 4016.03 1.000 EACH| 1900.00000 1900.00| | MANHOLE AT STA. 10+14.4 13.2 M RT. | | | 0061 4016.04 1.000 EACH| 1750.00000 1750.00| | MANHOLE AT STA. 10+14.4 11.4 M LT. | | | 0062 4016.05 1.000 EACH| 1725.00000 1725.00| | MANHOLE AT STA. 10+57 6.6 M LT. | | | 0063 4016.06 1.000 EACH| 1980.00000 1980.00| | MANHOLE AT STA. 11+33.7 6.6 M LT. | | | 0064 4016.07 1.000 EACH| 2000.00000 2000.00| | MANHOLE AT STA. 11+33.7 13.3 M RT. | | | 0065 4016.08 1.000 EACH| 1870.00000 1870.00| | MANHOLE AT STA. 11+33.7 16.2 M LT. | | | 0066 4016.09 1.000 EACH| 1800.00000 1800.00| | MANHOLE AT STA. 11+71.8 6.6 M LT. | | | 0067 4016.10 1.000 EACH| 2170.00000 2170.00| | MANHOLE AT STA. 12+38 6.6 M RT. | | | 0068 4016.11 1.000 EACH| 2800.00000 2800.00| | MANHOLE AT STA. 12+54.6 6.6 M LT. | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : N17 -18 TABULATION OF BIDS CALL ORDER : N17 CONTRACT ID : 7629A COUNTIES : RED WILLOW LETTING DATE : 11/14/02 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 4 ) 2126 |( ) |( ) |CEMENT PRODUCTS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0069 4016.12 1.000 EACH| 2300.00000 2300.00| | MANHOLE AT STA. 12+54.6 16.2 M LT. | | | 0070 4016.13 1.000 EACH| 2425.00000 2425.00| | MANHOLE AT STA. 13+74.5 9.9 M LT. | | | 0071 4016.14 1.000 EACH| 2040.00000 2040.00| | MANHOLE AT STA. 13+74.5 13.4 M RT. | | | 0072 4016.15 1.000 EACH| 1825.00000 1825.00| | MANHOLE AT STA. 14+89.6 11.5 M LT. | | | 0073 4016.16 1.000 EACH| 2180.00000 2180.00| | MANHOLE AT STA. 14+89.6 12.2 M RT. | | | 0074 4016.17 1.000 EACH| 2050.00000 2050.00| | MANHOLE AT STA. 16+05.9 9.8 M LT. | | | 0075 4016.18 1.000 EACH| 2050.00000 2050.00| | MANHOLE AT STA. 17+21.3 6.6 M LT. | | | 0076 4016.19 1.000 EACH| 2290.00000 2290.00| | MANHOLE AT STA. 17+21.3 10.3 M RT. | | | 0077 4016.20 1.000 EACH| 1840.00000 1840.00| | MANHOLE AT STA. 17+88.3 6.6 M LT. | | | 0078 4016.21 1.000 EACH| 2290.00000 2290.00| | MANHOLE AT STA. 18+36.9 18.9 M LT. | | | 0079 4016.22 1.000 EACH| 1920.00000 1920.00| | MANHOLE AT STA. 18+36.9 13.0 M RT. | | | 0080 4018.00 1.000 EACH| 345.00000 345.00| | TAPPING EXISTING STRUCTURE | | | 0081 4043.50 998.000 m | 24.00000 23952.00| | REMOVE SEWER PIPE | | | 0082 4105.59 163.100 m3 | 690.00000 112539.00| | CLASS 47B-20 CONCRETE FOR INLET AND | | | JUNCTION BOX | | | 0083 4107.07 2.440 m3 | 785.00000 1915.40| | CLASS 47B-20 OR AX-20 CONCRETE FOR | | | CONCRETE COLLARS | | | 0084 4155.50 7137.000 kg | 1.90000 13560.30| | REINFORCING STEEL FOR INLET AND | | | JUNCTION BOX | | | 0085 4157.00 118.000 kg | 2.15000 253.70| | REINFORCING STEEL FOR COLLARS | | | 0086 P700.12 11.000 m | 86.00000 946.00| | 300 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : N17 -19 TABULATION OF BIDS CALL ORDER : N17 CONTRACT ID : 7629A COUNTIES : RED WILLOW LETTING DATE : 11/14/02 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 4 ) 2126 |( ) |( ) |CEMENT PRODUCTS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0087 P700.15 255.300 m | 88.00000 22466.40| | 375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0088 P700.18 683.400 m | 100.00000 68340.00| | 450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0089 P700.24 466.700 m | 133.00000 62071.10| | 600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0090 P700.30 109.500 m | 173.00000 18943.50| | 750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | 0091 P700.36 53.600 m | 214.00000 11470.40| | 900 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | | SECTION TOTALS | $ 526,834.80| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0004 GROUP 4A WATER MAIN | | | 0092 0030.40 LUMP| 63000.00000 63000.00| | MOBILIZATION | | | 0093 1117.00 6.000 EACH| 250.00000 1500.00| | REMOVE MANHOLE | | | 0094 W175.01 24.000 EACH| 430.00000 10320.00| | 25 mm CORPORATION STOP | | | 0095 W175.05 2.000 EACH| 500.00000 1000.00| | 31 mm CORPORATION STOP | | | 0096 W175.09 1.000 EACH| 715.00000 715.00| | 50 mm CORPORATION STOP | | | 0097 W176.26 232.000 m | 34.00000 7888.00| | 25 mm WATER SERVICE | | | 0098 W176.28 20.000 m | 35.00000 700.00| | 31 mm WATER SERVICE | | | 0099 W176.30 10.000 m | 39.00000 390.00| | 50 mm WATER SERVICE | | | 0100 W200.04 1922.000 kg | 3.60000 6919.20| | DUCTILE IRON FITTINGS, M.J. | | | 0101 W202.11 1801.000 m | 63.00000 113463.00| | 150 mm P.V.C. PIPE AND FITTINGS | | | 0102 W202.13 52.000 m | 104.00000 5408.00| | 250 mm P.V.C. PIPE AND FITTINGS | | | 0103 W202.15 39.000 m | 127.00000 4953.00| | 300 mm P.V.C. PIPE AND FITTINGS | | | 0104 W219.66 42.000 EACH| 590.00000 24780.00| | 150 mm GATE VALVE AND BOX | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : N17 -20 TABULATION OF BIDS CALL ORDER : N17 CONTRACT ID : 7629A COUNTIES : RED WILLOW LETTING DATE : 11/14/02 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 4 ) 2126 |( ) |( ) |CEMENT PRODUCTS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0105 W219.70 2.000 EACH| 1050.00000 2100.00| | 250 mm GATE VALVE AND BOX | | | 0106 W219.72 2.000 EACH| 1250.00000 2500.00| | 300 mm GATE VALVE AND BOX | | | 0107 W221.90 2.000 EACH| 8200.00000 16400.00| | 250 mm INSERTABLE VALVE | | | 0108 W222.00 12.000 EACH| 1450.00000 17400.00| | FIRE HYDRANT | | | 0109 W350.30 1.000 EACH| 2500.00000 2500.00| | 250 mm X 250 mm TAPPING SLEEVE AND VALV | | | SECTION TOTALS | $ 281,936.20| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0005 GROUP 6 BRIDGE AT STA. 901+64.59 | | | 0110 0030.60 LUMP| 8500.00000 8500.00| | MOBILIZATION | | | 0111 1101.00 237.000 m2 | 8.44000 2000.28| | REMOVE PAVEMENT | | | 0112 3050.15 92.500 m3 | 294.00000 27195.00| | CONCRETE FOR PAVEMENT APPROACHES CLASS | | | 47BD-30 | | | 0113 3051.10 4797.000 kg | 1.45000 6955.65| | EPOXY COATED REINFORCING STEEL FOR | | | PAVEMENT APPROACHES | | | 0114 6210.12 82.200 m | 60.00000 4932.00| | HP 250 mm X 62 kg STEEL PILING | | | SECTION TOTALS | $ 49,582.93| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0006 GROUP 7 GUARD RAIL | | | 0115 0030.70 LUMP| 1950.00000 1950.00| | MOBILIZATION | | | 0116 7017.00 40.000 m | 65.00000 2600.00| | REMOVE GUARDRAIL | | | 0117 7018.01 40.000 m | 75.00000 3000.00| | RESET GUARDRAIL | | | SECTION TOTALS | $ 7,550.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0007 GROUP 8B ELECTRICAL | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : N17 -21 TABULATION OF BIDS CALL ORDER : N17 CONTRACT ID : 7629A COUNTIES : RED WILLOW LETTING DATE : 11/14/02 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 4 ) 2126 |( ) |( ) |CEMENT PRODUCTS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0118 0003.75 1.000 EACH| 9550.00000 9550.00| | TEMPORARY TRAFFIC SIGNAL AT US-6 & | | | NORRIS STREET | | | 0119 0003.76 1.000 EACH| 9550.00000 9550.00| | TEMPORARY TRAFFIC SIGNAL AT US-6 & EAST | | | 6TH STREET | | | 0120 0030.81 LUMP| 27050.00000 27050.00| | MOBILIZATION | | | 0121 A001.01 27.000 EACH| 525.00000 14175.00| | PULL BOX, TYPE PB-1 | | | 0122 A001.02 7.000 EACH| 475.00000 3325.00| | PULL BOX, TYPE PB-1A | | | 0123 A003.10 31.000 EACH| 750.00000 23250.00| | TRAFFIC SIGNAL, TYPE TS-1 | | | 0124 A004.04 3.000 EACH| 1400.00000 4200.00| | TRAFFIC SIGNAL, TYPE TS-1LL | | | 0125 A006.15 32.000 EACH| 500.00000 16000.00| | PEDESTRIAN SIGNAL, TYPE PS-1 | | | 0126 A006.70 16.000 EACH| 75.00000 1200.00| | PEDESTRIAN PUSHBUTTON, TYPE PPB | | | 0127 A006.98 72.000 EACH| 150.00000 10800.00| | VEHICLE DETECTOR, TYPE A PREFORMED | | | 0128 A007.00 24.000 EACH| 200.00000 4800.00| | VEHICLE DETECTOR, TYPE B PREFORMED | | | 0129 A008.78 26.000 EACH| 1600.00000 41600.00| | STREET LIGHTING UNIT, TYPE SL-A-12.2-1. | | | 8-0.25F | | | 0130 A011.06 5.000 EACH| 4200.00000 21000.00| | COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-8.0-1.8 | | | 0131 A011.36 3.000 EACH| 5000.00000 15000.00| | COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-11-1.8 | | | 0132 A011.60 3.000 EACH| 5100.00000 15300.00| | COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-12.5-1.8 | | | 0133 A012.73 1.000 EACH| 6400.00000 6400.00| | COMBINATION MAST ARM SIGNAL AND | | | LIGHTING POLE, TYPE CMP-17-1.8 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : N17 -22 TABULATION OF BIDS CALL ORDER : N17 CONTRACT ID : 7629A COUNTIES : RED WILLOW LETTING DATE : 11/14/02 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 4 ) 2126 |( ) |( ) |CEMENT PRODUCTS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0134 A013.80 2.000 EACH| 4000.00000 8000.00| | COMBINATION LIGHT AND SIGN POLE | | | 0135 A016.45 2.000 EACH| 3500.00000 7000.00| | MAST ARM SIGNAL POLE, TYPE MP-8 | | | 0136 A016.55 2.000 EACH| 4100.00000 8200.00| | MAST ARM SIGNAL POLE, TYPE MP-11 | | | 0137 A020.30 2.000 EACH| 1400.00000 2800.00| | LIGHTING CONTROL CENTER, TYPE R | | | 0138 A070.10 1687.000 m | 6.80000 11471.60| | 38 mm CONDUIT IN TRENCH | | | 0139 A070.14 988.500 m | 7.60000 7512.60| | 50 mm CONDUIT IN TRENCH | | | 0140 A072.10 762.000 m | 6.90000 5257.80| | 38 mm CONDUIT UNDER ROADWAY | | | 0141 A072.14 538.600 m | 7.65000 4120.29| | 50 mm CONDUIT UNDER ROADWAY | | | 0142 A072.18 101.400 m | 11.60000 1176.24| | 75 mm CONDUIT UNDER ROADWAY | | | 0143 A077.12 496.300 m | 1.00000 496.30| | 2/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0144 A077.17 1177.400 m | 2.00000 2354.80| | 7/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0145 A077.22 496.300 m | 3.50000 1737.05| | 12/C #14 AWG TRAFFIC SIGNAL CABLE | | | 0146 A079.01 822.300 m | 1.00000 822.30| | 2/C #14 AWG DETECTOR LEAD-IN CABLE | | | 0147 A079.50 1565.400 m | 1.00000 1565.40| | GROUNDING CONDUCTOR | | | 0148 A079.55 240.000 m | 2.00000 480.00| | SERVICE CABLE | | | 0149 A080.10 1686.000 m | 2.50000 4215.00| | STREET LIGHTING CABLE, NO. 2 USE | | | 0150 A080.22 2449.000 m | 1.00000 2449.00| | STREET LIGHTING CABLE, NO. 6 BARE | | | 0151 A080.24 5661.000 m | 1.50000 8491.50| | STREET LIGHTING CABLE, NO. 6 USE | | | 0152 A450.00 22.000 EACH| 150.00000 3300.00| | INSTALL PULL BOX | | | 0153 A500.20 4.000 EACH| 750.00000 3000.00| | INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | | TC-170 | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : N17 -23 TABULATION OF BIDS CALL ORDER : N17 CONTRACT ID : 7629A COUNTIES : RED WILLOW LETTING DATE : 11/14/02 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 4 ) 2126 |( ) |( ) |CEMENT PRODUCTS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0154 A565.04 840.000 m | 6.00000 5040.00| | INSTALL 100 MM CONDUIT IN TRENCH | | | 0155 A565.09 685.000 m | 6.00000 4110.00| | INSTALL 100 MM CONDUIT UNDER ROADWAY | | | 0156 A600.00 44.000 EACH| 250.00000 11000.00| | REMOVE LIGHTING UNIT | | | 0157 A610.00 1.000 EACH| 2500.00000 2500.00| | REMOVE TRAFFIC SIGNAL AT US-6 & EAST | | | 6TH STREET | | | 0158 A610.01 1.000 EACH| 2500.00000 2500.00| | REMOVE TRAFFIC SIGNAL AT US-6 & EAST | | | 1ST STREET | | | 0159 A610.02 1.000 EACH| 2500.00000 2500.00| | REMOVE TRAFFIC SIGNAL AT US-6 & NORRIS | | | STREET | | | 0160 A610.03 1.000 EACH| 2500.00000 2500.00| | REMOVE TRAFFIC SIGNAL AT US-6 & WEST | | | 1ST STREET | | | SECTION TOTALS | $ 337,799.88| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0008 GROUP 10 GENERAL ITEMS | | | 0161 0001.08 59040.000 BDAY| 0.50000 29520.00| | BARRICADE, TYPE II | | | 0162 0001.10 12412.000 BDAY| 0.90000 11170.80| | BARRICADE, TYPE III | | | 0163 0001.90 11486.000 EACH| 0.30000 3445.80| | SIGN DAY | | | 0164 0001.98 8386.000 EACH| 0.40000 3354.40| | CONTRACTOR FURNISHED SIGN | | | 0165 0002.85 120.000 EACH| 35.00000 4200.00| | TUBULAR POST | | | 0166 0002.97 722.000 DAY | 15.00000 10830.00| | FLASHING ARROW PANEL | | | 0167 0003.10 122.000 DAY | 210.00000 25620.00| | FLAGGING | | | 0168 0005.10 369.000 DAY | 205.00000 75645.00| | TRAFFIC CONTROL MANAGEMENT | | | 0169 0030.10 LUMP| 30000.00000 30000.00| | MOBILIZATION | | | NEBRASKA DEPARTMENT OF ROADS DATE : 11/14/02 PAGE : N17 -24 TABULATION OF BIDS CALL ORDER : N17 CONTRACT ID : 7629A COUNTIES : RED WILLOW LETTING DATE : 11/14/02 1:30 PM DISTRICT : 7 ==================================================================================================================================== |( 4 ) 2126 |( ) |( ) |CEMENT PRODUCTS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 9110.01 30.000 HOUR| 50.00000 1500.00| | RENTAL OF LOADER, FULLY OPERATED | | | 0171 9110.02 30.000 HOUR| 50.00000 1500.00| | RENTAL OF MOTOR GRADER, FULLY OPERATED | | | 0172 9110.03 30.000 HOUR| 50.00000 1500.00| | RENTAL OF DUMP TRUCK, FULLY OPERATED | | | SECTION TOTALS | $ 198,286.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 3,750,059.81| $ 0.00| $ ====================================================================================================================================
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