|
Contract Letting October 25, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 2
VENDOR RANKING
CALL ORDER : F02 CONTRACT ID : 2796B COUNTIES : DOUGLAS
LETTING DATE : 10/25/01 DISTRICT : 2
PROJECT(S) : EACNH-275-7(182)
CONTRACT DESCRIPTION :
NEAR US-275, NORTHWEST OF WATERLOO.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0049 HAWKINS CONSTRUCTION COMPANY $ 5,077,869.78 100.0000%
2 2817 MCC, L.L.C. $ 5,286,713.44 104.1128%
3 2017 BRB CONTRACTORS, INC. $ 5,606,837.44 110.4171%
4 0805 A. M. COHRON & SON, INC. $ 5,620,473.89 110.6856%
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 2796B COUNTIES : DOUGLAS
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-275-7(182)
====================================================================================================================================
|(1) 0049 |(2) 2817 |(3) 2017
|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. |BRB CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 15.600 ha | 83.13000 1296.83| 78.75000 1228.50| 175.00000 2730.00
COVER CROP SEEDING | | |
0002 L020.00 49000.000 m2 | 1.45000 71050.00| 1.42000 69580.00| 1.40000 68600.00
EROSION CONTROL | | |
0003 L021.00 18.000 BALE| 22.17000 399.06| 21.00000 378.00| 18.00000 324.00
EROSION CHECKS | | |
0004 L021.06 12.000 BALE| 22.17000 266.04| 21.00000 252.00| 21.00000 252.00
EROSION CHECKS, TYPE HV | | |
0005 L022.11 731.000 m | 6.93000 5065.83| 6.56000 4795.36| 9.00000 6579.00
FABRIC SILT FENCE-LOW POROSITY | | |
0006 L022.12 730.000 m | 7.70000 5621.00| 7.30000 5329.00| 10.00000 7300.00
FABRIC SILT FENCE-HIGH POROSITY | | |
0007 L022.75 80.000 m | 27.71000 2216.80| 26.25000 2100.00| 18.34000 1467.20
TEMPORARY SILT CHECK | | |
0008 P310.60 26.000 m | 229.83000 5975.58| 252.00000 6552.00| 393.00000 10218.00
1500 mm CULVERT PIPE, TYPE 2,4 OR 5 | | |
0009 P400.24 36.500 m | 76.04000 2775.46| 84.00000 3066.00| 94.00000 3431.00
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0010 0030.10 LUMP| 8030.00000 8030.00| 50000.00000 50000.00| 3000.00000 3000.00
MOBILIZATION | | |
0011 1009.00 LUMP| 15695.00000 15695.00| 30450.00000 30450.00| 14160.00000 14160.00
GENERAL CLEARING AND GRUBBING | | |
0012 1010.01 6503.000 m3 | 4.43000 28808.29| 3.15000 20484.45| 4.00000 26012.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0013 1011.00 6287.000 kL | 1.41000 8864.67| 2.10000 13202.70| 1.27000 7984.49
WATER | | |
0014 1030.00 224543.000 m3 | 7.34000 1648145.62| 7.25000 1627936.75| 6.93000 1556082.99
EARTHWORK MEASURED IN EMBANKMENT | | |
0015 1101.00 13817.000 m2 | 3.48000 48083.16| 2.63000 36338.71| 3.00000 41451.00
REMOVE PAVEMENT | | |
0016 1102.00 2150.000 m2 | 3.33000 7159.50| 2.63000 5654.50| 3.00000 6450.00
REMOVE ASPHALT SURFACE | | |
0017 1106.00 640.000 m2 | 3.33000 2131.20| 2.63000 1683.20| 3.00000 1920.00
REMOVE DRIVEWAY | | |
0018 1600.00 LUMP| 18898.00000 18898.00| 16800.00000 16800.00| 23000.00000 23000.00
MONITORING INSTRUMENTATION | | |
0019 1701.24 28.500 m | 65.60000 1869.60| 68.25000 1945.13| 72.00000 2052.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 2796B COUNTIES : DOUGLAS
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-275-7(182)
====================================================================================================================================
|(1) 0049 |(2) 2817 |(3) 2017
|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. |BRB CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 4050.01 6.000 m3 | 17.00000 102.00| 21.00000 126.00| 50.00000 300.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0021 9110.01 20.000 HOUR| 121.93000 2438.60| 94.50000 1890.00| 90.00000 1800.00
RENTAL OF LOADER, FULLY OPERATED | | |
0022 9110.03 20.000 HOUR| 77.59000 1551.80| 63.00000 1260.00| 70.00000 1400.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0023 9110.07 20.000 HOUR| 99.76000 1995.20| 115.50000 2310.00| 70.00000 1400.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 1,888,439.24| $ 1,903,362.30| $ 1,787,913.68
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 1A MSE WALL
| | |
0024 0030.10 LUMP| 12292.00000 12292.00| 19000.00000 19000.00| 0.00000 0.00
MOBILIZATION | | |
0025 4095.00 383.000 m2 | 155.87000 59698.21| 204.00000 78132.00| 160.00000 61280.00
CONCRETE FACE PANELS | | |
0026 4095.10 67.000 m | 24.26000 1625.42| 30.00000 2010.00| 80.00000 5360.00
CONCRETE LEVELING PADS | | |
0027 4095.20 69.000 m | 164.47000 11348.43| 103.00000 7107.00| 220.00000 15180.00
COPING | | |
0028 4350.18 76.500 m | 37.37000 2858.81| 29.00000 2218.50| 60.00000 4590.00
450 mm CORRUGATED METAL PIPE | | |
0029 4350.21 59.500 m | 41.26000 2454.97| 59.00000 3510.50| 74.00000 4403.00
525 mm CORRUGATED METAL PIPE | | |
0030 8024.75 3409.000 m3 | 19.47000 66373.23| 23.00000 78407.00| 14.00000 47726.00
SELECT GRANULAR BACKFILL FOR MSE WALL | | |
SECTION TOTALS | $ 156,651.07| $ 190,385.00| $ 138,539.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 3 CONCRETE PAVEMENT
| | |
0031 P402.15 165.900 m | 68.45000 11355.86| 75.60000 12542.04| 72.00000 11944.80
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0032 0030.30 LUMP| 94363.00000 94363.00| 9975.00000 9975.00| 3000.00000 3000.00
MOBILIZATION | | |
0033 1020.03 93.000 EACH| 20.78000 1932.54| 19.95000 1855.35| 18.96000 1763.28
DELINEATOR, TYPE III | | |
0034 1020.20 54.000 EACH| 22.17000 1197.18| 10.50000 567.00| 10.00000 540.00
INSTALL CHEVRONS | | |
0035 2001.03 16.000 Mg | 14.93000 238.88| 31.50000 504.00| 12.00000 192.00
GRAVEL SURFACE COURSE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 2796B COUNTIES : DOUGLAS
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-275-7(182)
====================================================================================================================================
|(1) 0049 |(2) 2817 |(3) 2017
|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. |BRB CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 3075.31 341.000 m2 | 28.92000 9861.72| 46.90000 15992.90| 35.00000 11935.00
205 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0037 3075.41 858.000 m2 | 29.98000 25722.84| 49.77000 42702.66| 35.00000 30030.00
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0038 3075.45 6952.000 m2 | 30.61000 212800.72| 43.73000 304010.96| 36.00000 250272.00
230 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-25 | | |
0039 4024.55 9.300 m | 134.00000 1246.20| 183.75000 1708.88| 2000.00000 18600.00
FLUME SPILLWAY | | |
0040 4024.70 1.000 EACH| 886.00000 886.00| 929.78000 929.78| 2000.00000 2000.00
CONCRETE FLUME, TYPE I | | |
0041 4024.73 6.000 EACH| 603.00000 3618.00| 1514.68000 9088.08| 2000.00000 12000.00
CONCRETE FLUME, TYPE IV | | |
0042 4105.59 5.700 m3 | 745.00000 4246.50| 652.73000 3720.56| 754.00000 4297.80
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0043 4155.50 142.000 kg | 0.62000 88.04| 3.26000 462.92| 2.30000 326.60
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0044 7503.14 2400.000 m | 9.53000 22872.00| 10.50000 25200.00| 9.84000 23616.00
100 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4, GROOVED | | |
0045 7509.14 560.000 m | 25.22000 14123.20| 31.50000 17640.00| 29.52000 16531.20
300 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4, GROOVED | | |
0046 8051.00 230.000 m3 | 29.61000 6810.30| 189.00000 43470.00| 15.00000 3450.00
SOIL BINDER | | |
0047 8101.40 23978.000 m2 | 2.69000 64500.82| 3.15000 75530.70| 4.00000 95912.00
SUBGRADE STABILIZATION | | |
0048 8111.00 16.042 StaM| 703.50000 11285.55| 173.25000 2779.28| 150.00000 2406.30
SHOULDER SUBGRADE PREPARATION | | |
0049 9005.35 8840.000 Mg | 34.75000 307190.00| 32.92000 291012.80| 31.35000 277134.00
ASPHALTIC CONCRETE, TYPE SP3(12.5) | | |
0050 9009.00 54.000 m2 | 14.58000 787.32| 13.81000 745.74| 13.15000 710.10
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0051 9021.01 477.360 Mg | 195.97000 93548.24| 185.64000 88617.11| 176.80000 84397.25
PERFORMANCE GRADED BINDER (64-22) | | |
0052 9030.00 274.000 m | 25.49000 6984.26| 24.15000 6617.10| 23.00000 6302.00
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 2796B COUNTIES : DOUGLAS
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-275-7(182)
====================================================================================================================================
|(1) 0049 |(2) 2817 |(3) 2017
|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. |BRB CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0053 9034.00 54.000 m2 | 2.13000 115.02| 15.75000 850.50| 18.00000 972.00
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0054 9053.00 8310.000 L | 0.28000 2326.80| 0.26000 2160.60| 0.25000 2077.50
TACK COAT | | |
0055 9111.00 3477.000 kL | 4.89000 17002.53| 3.15000 10952.55| 4.00000 13908.00
WATER | | |
0056 9140.00 16.042 StaM| 138.55000 2222.62| 262.50000 4211.03| 180.00000 2887.56
JOINT SEALING - ASPHALT TO CONCRETE | | |
0057 9170.00 39.876 StaM| 279.13000 11130.59| 346.50000 13817.03| 320.03000 12761.52
EARTH SHOULDER CONSTRUCTION | | |
0058 9188.50 365.000 m2 | 25.56000 9329.40| 31.50000 11497.50| 21.15000 7719.75
SURFACING UNDER GUARDRAIL | | |
0059 9300.50 1.562 LS | 2771.00000 2771.00| 2625.00000 2625.00| 2500.00000 2500.00
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 940,557.13| $ 1,001,787.07| $ 900,186.66
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4 CULVERTS
| | |
0060 P120.60 4.000 m | 271.00000 1084.00| 530.25000 2121.00| 505.00000 2020.00
1500 mm CULVERT PIPE, TYPE 2 | | |
0061 P310.48 21.500 m | 187.05000 4021.58| 266.70000 5734.05| 254.00000 5461.00
1200 mm CULVERT PIPE, TYPE 2,4 OR 5 | | |
0062 P400.36 59.500 m | 161.24000 9593.78| 215.25000 12807.38| 205.00000 12197.50
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0063 P500.24 58.500 m | 75.26000 4402.71| 105.00000 6142.50| 100.00000 5850.00
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0064 P500.30 75.500 m | 160.68000 12131.34| 145.95000 11019.23| 139.00000 10494.50
750 mm CULVERT PIPE, TYPE 2,4,5,7 or 8 | | |
0065 0030.40 LUMP| 3562.00000 3562.00| 6300.00000 6300.00| 6000.00000 6000.00
MOBILIZATION | | |
0066 4002.00 228.000 kg | 2.13000 485.64| 3.89000 886.92| 3.70000 843.60
CAST IRON COVER AND FRAME | | |
0067 4005.00 790.000 kg | 1.71000 1350.90| 3.15000 2488.50| 3.00000 2370.00
CAST IRON RING AND COVER | | |
0068 4015.00 4.000 EACH| 96.00000 384.00| 366.45000 1465.80| 349.00000 1396.00
ADJUST MANHOLE TO GRADE | | |
0069 4015.50 2.000 EACH| 1248.00000 2496.00| 2717.40000 5434.80| 2588.00000 5176.00
RECONSTRUCT MANHOLE | | |
0070 4035.00 4.000 EACH| 100.00000 400.00| 157.50000 630.00| 150.00000 600.00
REMOVE FLARED-END SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 2796B COUNTIES : DOUGLAS
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-275-7(182)
====================================================================================================================================
|(1) 0049 |(2) 2817 |(3) 2017
|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. |BRB CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0071 4035.25 2.000 EACH| 163.00000 326.00| 250.95000 501.90| 239.00000 478.00
REMOVE AND SALVAGE FLARED-END SECTION | | |
0072 4040.00 2.000 EACH| 127.00000 254.00| 168.00000 336.00| 160.00000 320.00
REMOVE HEADWALLS FROM CULVERTS | | |
0073 4050.01 433.000 m3 | 3.33000 1441.89| 12.60000 5455.80| 12.00000 5196.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0074 4310.24 8.000 EACH| 248.00000 1984.00| 238.35000 1906.80| 227.00000 1816.00
600 mm FLARED-END SECTION | | |
0075 4310.30 2.000 EACH| 296.00000 592.00| 353.85000 707.70| 337.00000 674.00
750 mm FLARED-END SECTION | | |
0076 4310.36 2.000 EACH| 343.00000 686.00| 574.35000 1148.70| 547.00000 1094.00
900 mm FLARED-END SECTION | | |
0077 4310.48 2.000 EACH| 599.00000 1198.00| 929.25000 1858.50| 885.00000 1770.00
1200 mm FLARED-END SECTION | | |
0078 4461.60 2.000 EACH| 111.00000 222.00| 261.45000 522.90| 249.00000 498.00
INSTALL 1500 mm CONCRETE FLARED-END | | |
SECTION | | |
SECTION TOTALS | $ 46,615.84| $ 67,468.48| $ 64,254.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 5 SEEDING
| | |
0079 L001.02 15.600 ha | 1151.64000 17965.58| 1102.50000 17199.00| 1131.00000 17643.60
SEEDING, TYPE B | | |
0080 L020.02 1314.000 m2 | 1.39000 1826.46| 1.31000 1721.34| 1.55000 2036.70
EROSION CONTROL, TYPE B | | |
0081 L032.75 78.000 Mg | 83.13000 6484.14| 78.75000 6142.50| 75.00000 5850.00
MULCH | | |
0082 0030.50 LUMP| 277.00000 277.00| 262.50000 262.50| 0.00000 0.00
MOBILIZATION | | |
SECTION TOTALS | $ 26,553.18| $ 25,325.34| $ 25,530.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 6 BRIDGE AT STA. 1188+21.542
2 - 34.15 m SPANS WELDED PLATE STEEL GIRDER BRIDGE
| | |
0083 0030.60 LUMP| 73882.00000 73882.00| 71500.00000 71500.00| 35500.00000 35500.00
MOBILIZATION | | |
0084 3050.15 150.800 m3 | 189.36000 28555.49| 230.00000 34684.00| 270.00000 40716.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 2796B COUNTIES : DOUGLAS
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-275-7(182)
====================================================================================================================================
|(1) 0049 |(2) 2817 |(3) 2017
|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. |BRB CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0085 3051.10 10270.000 kg | 1.33000 13659.10| 1.32000 13556.40| 1.50000 15405.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0086 6000.10 100.000 LS | 22297.00000 22297.00| 6000.00000 6000.00| 3000.00000 3000.00
ABUTMENT NO.1 EXCAVATION | | |
0087 6000.11 100.000 LS | 22297.00000 22297.00| 6000.00000 6000.00| 3000.00000 3000.00
ABUTMENT NO.2 EXCAVATION | | |
0088 6000.20 90.000 LS | 30935.00000 30935.00| 25000.00000 25000.00| 14000.00000 14000.00
PIER NO.1 EXCAVATION | | |
0089 6005.35 28.200 m | 124.29000 3504.98| 120.00000 3384.00| 160.00000 4512.00
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0090 6005.83 5.000 EACH| 866.00000 4330.00| 750.00000 3750.00| 360.00000 1800.00
FIXED BEARING | | |
0091 6010.22 176.100 m3 | 438.06000 77142.37| 425.00000 74842.50| 560.00000 98616.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0092 6010.26 233.500 m3 | 313.54000 73211.59| 320.00000 74720.00| 400.00000 93400.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0093 6071.11 124585.000 LS | 238454.00000 238454.00| 250000.00000 250000.00| 380000.00000 380000.00
STEEL SUPERSTRUCTURE AT STA. 1188+21.542| | |
0094 6080.00 950.000 kg | 2.48000 2356.00| 4.73000 4493.50| 4.40000 4180.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0095 6100.00 1.000 EACH| 5459.00000 5459.00| 5000.00000 5000.00| 6000.00000 6000.00
FLOOR DRAINS | | |
0096 6131.50 44130.000 kg | 1.33000 58692.90| 1.34000 59134.20| 1.80000 79434.00
EPOXY COATED REINFORCING STEEL | | |
0097 6139.50 52.000 m2 | 27.46000 1427.92| 15.00000 780.00| 40.00000 2080.00
SUBSURFACE DRAINAGE MATTING | | |
0098 6210.50 1185.700 m | 59.16000 70146.01| 55.37000 65652.21| 80.00000 94856.00
PIPE PILING | | |
0099 6951.12 1905.000 EACH| 1.75000 3333.75| 4.00000 7620.00| 2.50000 4762.50
SHEAR CONNECTORS | | |
0100 7110.06 62.400 m | 116.78000 7287.07| 100.00000 6240.00| 105.00000 6552.00
1.8 METER CHAIN-LINK FENCE | | |
0101 8091.00 155.000 m3 | 11.99000 1858.45| 20.00000 3100.00| 25.00000 3875.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 738,829.63| $ 715,456.81| $ 891,688.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 6A BRIDGE AT STA. 1294+95.455
5 SPAN, 128.03 m PRESTRESSED CONCRETE GIRDER (NU 1100) BRID
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 2796B COUNTIES : DOUGLAS
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-275-7(182)
====================================================================================================================================
|(1) 0049 |(2) 2817 |(3) 2017
|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. |BRB CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0102 0030.60 LUMP| 105955.00000 105955.00| 133000.00000 133000.00| 45500.00000 45500.00
MOBILIZATION | | |
0103 3050.15 158.900 m3 | 190.22000 30225.96| 230.00000 36547.00| 270.00000 42903.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0104 3051.10 10365.000 kg | 1.31000 13578.15| 1.32000 13681.80| 1.50000 15547.50
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0105 6000.10 115.000 LS | 2252.00000 2252.00| 6000.00000 6000.00| 3000.00000 3000.00
ABUTMENT NO.1 EXCAVATION | | |
0106 6000.11 115.000 LS | 2252.00000 2252.00| 6000.00000 6000.00| 3000.00000 3000.00
ABUTMENT NO.2 EXCAVATION | | |
0107 6000.20 90.000 LS | 9256.00000 9256.00| 25000.00000 25000.00| 20000.00000 20000.00
PIER NO.1 EXCAVATION | | |
0108 6000.21 95.000 LS | 8056.00000 8056.00| 25000.00000 25000.00| 20000.00000 20000.00
PIER NO.2 EXCAVATION | | |
0109 6000.22 80.000 LS | 5401.00000 5401.00| 6000.00000 6000.00| 6000.00000 6000.00
PIER NO.3 EXCAVATION | | |
0110 6000.23 85.000 LS | 5859.00000 5859.00| 6000.00000 6000.00| 10000.00000 10000.00
PIER NO.4 EXCAVATION | | |
0111 6005.35 33.900 m | 121.11000 4105.63| 111.00000 3762.90| 160.00000 5424.00
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0112 6005.78 24.000 EACH| 374.34000 8984.16| 361.00000 8664.00| 650.00000 15600.00
EXPANSION BEARING, TFE TYPE | | |
0113 6005.83 24.000 EACH| 86.71000 2081.04| 87.00000 2088.00| 360.00000 8640.00
FIXED BEARING | | |
0114 6010.22 475.000 m3 | 308.02000 146309.50| 425.00000 201875.00| 530.00000 251750.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0115 6010.26 579.000 m3 | 272.33000 157679.07| 300.00000 173700.00| 380.00000 220020.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0116 6011.11 343.000 LS | 325528.00000 325528.00| 295000.00000 295000.00| 560000.00000 560000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA, 1294+95.455 | | |
0117 6080.00 1360.000 kg | 2.42000 3291.20| 2.34000 3182.40| 4.40000 5984.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0118 6095.00 25.000 EACH| 479.69000 11992.25| 200.00000 5000.00| 650.00000 16250.00
STEEL DIAPHRAGM | | |
0119 6100.00 4.000 EACH| 593.00000 2372.00| 350.00000 1400.00| 1700.00000 6800.00
FLOOR DRAINS | | |
0120 6107.00 826.000 m2 | 40.93000 33808.18| 52.50000 43365.00| 59.00000 48734.00
CONCRETE SLOPE PROTECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 2796B COUNTIES : DOUGLAS
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-275-7(182)
====================================================================================================================================
|(1) 0049 |(2) 2817 |(3) 2017
|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. |BRB CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0121 6131.50 111135.000 kg | 1.30000 144475.50| 1.34000 148920.90| 1.77000 196708.95
EPOXY COATED REINFORCING STEEL | | |
0122 6139.50 56.000 m2 | 27.59000 1545.04| 15.00000 840.00| 40.00000 2240.00
SUBSURFACE DRAINAGE MATTING | | |
0123 6200.00 1603.500 m | 72.95000 116975.33| 73.09000 117199.82| 98.00000 157143.00
CONCRETE PILING | | |
0124 6210.12 408.000 m | 73.07000 29812.56| 41.33000 16862.64| 62.00000 25296.00
HP 250 mm X 62 kg STEEL PILING | | |
0125 6210.14 549.000 m | 54.69000 30024.81| 50.19000 27554.31| 72.00000 39528.00
HP 310 mm X 79 kg STEEL PILING | | |
0126 7110.06 67.200 m | 116.70000 7842.24| 105.00000 7056.00| 100.00000 6720.00
1.8 METER CHAIN-LINK FENCE | | |
0127 8091.00 180.000 m3 | 12.01000 2161.80| 20.00000 3600.00| 23.00000 4140.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 1,211,823.42| $ 1,317,299.77| $ 1,736,928.45
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 7 GUARDRAIL
| | |
0128 0030.70 LUMP| 718.00000 718.00| 650.00000 650.00| 647.54000 647.54
MOBILIZATION | | |
0129 7011.20 72.390 m | 48.22000 3490.65| 43.50000 3148.97| 43.50000 3148.97
W-BEAM GUARDRAIL | | |
0130 7020.00 8.000 EACH| 1386.00000 11088.00| 1250.00000 10000.00| 1250.00000 10000.00
BRIDGE APPROACH SECTIONS | | |
0131 7021.70 8.000 EACH| 1829.00000 14632.00| 1650.00000 13200.00| 1650.00000 13200.00
GUARDRAIL END TREATMENT, SRT-350 | | |
SECTION TOTALS | $ 29,928.65| $ 26,998.97| $ 26,996.51
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 10 GENERAL ITEMS
| | |
0132 0001.08 400.000 BDAY| 0.50000 200.00| 0.50000 200.00| 0.50000 200.00
BARRICADE, TYPE II | | |
0133 0001.10 5609.000 BDAY| 1.94000 10881.46| 2.10000 11778.90| 1.98000 11105.82
BARRICADE, TYPE III | | |
0134 0001.30 1334.000 LDAY| 1.39000 1854.26| 2.10000 2801.40| 1.98000 2641.32
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0135 0001.75 160.000 EACH| 3.88000 620.80| 8.40000 1344.00| 8.00000 1280.00
TEMPORARY SIGN DAY | | |
0136 0001.90 14940.000 EACH| 0.39000 5826.60| 0.21000 3137.40| 0.19000 2838.60
SIGN DAY | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 2796B COUNTIES : DOUGLAS
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-275-7(182)
====================================================================================================================================
|(1) 0049 |(2) 2817 |(3) 2017
|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. |BRB CONTRACTORS, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0137 0002.30 200.000 m | 2.00000 400.00| 3.68000 736.00| 3.50000 700.00
PAVEMENT MARKING REMOVAL | | |
0138 0002.44 1200.000 m | 0.67000 804.00| 0.86000 1032.00| 0.82000 984.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0139 0003.10 50.000 DAY | 327.83000 16391.50| 231.00000 11550.00| 235.00000 11750.00
FLAGGING | | |
0140 0010.04 1.000 EACH| 582.00000 582.00| 4725.00000 4725.00| 2500.00000 2500.00
FIELD OFFICE | | |
0141 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00
TRAINING | | |
0142 0030.10 LUMP| 111.00000 111.00| 525.00000 525.00| 0.00000 0.00
MOBILIZATION | | |
SECTION TOTALS | $ 38,471.62| $ 38,629.70| $ 34,799.74
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 5,077,869.78| $ 5,286,713.44| $ 5,606,837.44
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 2796B COUNTIES : DOUGLAS
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-275-7(182)
====================================================================================================================================
|(4) 0805 | |
|COHRON & SON, INC./A. M. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 15.600 ha | 175.00000 2730.00| |
COVER CROP SEEDING | | |
0002 L020.00 49000.000 m2 | 1.40000 68600.00| |
EROSION CONTROL | | |
0003 L021.00 18.000 BALE| 18.00000 324.00| |
EROSION CHECKS | | |
0004 L021.06 12.000 BALE| 21.00000 252.00| |
EROSION CHECKS, TYPE HV | | |
0005 L022.11 731.000 m | 9.00000 6579.00| |
FABRIC SILT FENCE-LOW POROSITY | | |
0006 L022.12 730.000 m | 10.00000 7300.00| |
FABRIC SILT FENCE-HIGH POROSITY | | |
0007 L022.75 80.000 m | 18.34000 1467.20| |
TEMPORARY SILT CHECK | | |
0008 P310.60 26.000 m | 240.00000 6240.00| |
1500 mm CULVERT PIPE, TYPE 2,4 OR 5 | | |
0009 P400.24 36.500 m | 80.00000 2920.00| |
600 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0010 0030.10 LUMP| 92000.00000 92000.00| |
MOBILIZATION | | |
0011 1009.00 LUMP| 29000.00000 29000.00| |
GENERAL CLEARING AND GRUBBING | | |
0012 1010.01 6503.000 m3 | 3.00000 19509.00| |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0013 1011.00 6287.000 kL | 2.00000 12574.00| |
WATER | | |
0014 1030.00 224543.000 m3 | 6.87000 1542610.41| |
EARTHWORK MEASURED IN EMBANKMENT | | |
0015 1101.00 13817.000 m2 | 2.50000 34542.50| |
REMOVE PAVEMENT | | |
0016 1102.00 2150.000 m2 | 2.50000 5375.00| |
REMOVE ASPHALT SURFACE | | |
0017 1106.00 640.000 m2 | 2.50000 1600.00| |
REMOVE DRIVEWAY | | |
0018 1600.00 LUMP| 16850.00000 16850.00| |
MONITORING INSTRUMENTATION | | |
0019 1701.24 28.500 m | 65.00000 1852.50| |
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 2796B COUNTIES : DOUGLAS
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-275-7(182)
====================================================================================================================================
|(4) 0805 | |
|COHRON & SON, INC./A. M. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 4050.01 6.000 m3 | 20.00000 120.00| |
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0021 9110.01 20.000 HOUR| 90.00000 1800.00| |
RENTAL OF LOADER, FULLY OPERATED | | |
0022 9110.03 20.000 HOUR| 60.00000 1200.00| |
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0023 9110.07 20.000 HOUR| 75.00000 1500.00| |
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 1,856,945.61| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 1A MSE WALL
| | |
0024 0030.10 LUMP| 4850.00000 4850.00| |
MOBILIZATION | | |
0025 4095.00 383.000 m2 | 194.33000 74428.39| |
CONCRETE FACE PANELS | | |
0026 4095.10 67.000 m | 27.99000 1875.33| |
CONCRETE LEVELING PADS | | |
0027 4095.20 69.000 m | 97.85000 6751.65| |
COPING | | |
0028 4350.18 76.500 m | 27.45000 2099.93| |
450 mm CORRUGATED METAL PIPE | | |
0029 4350.21 59.500 m | 56.10000 3337.95| |
525 mm CORRUGATED METAL PIPE | | |
0030 8024.75 3409.000 m3 | 21.05000 71759.45| |
SELECT GRANULAR BACKFILL FOR MSE WALL | | |
SECTION TOTALS | $ 165,102.70| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 3 CONCRETE PAVEMENT
| | |
0031 P402.15 165.900 m | 36.85000 6113.42| |
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0032 0030.30 LUMP| 63300.00000 63300.00| |
MOBILIZATION | | |
0033 1020.03 93.000 EACH| 18.96000 1763.28| |
DELINEATOR, TYPE III | | |
0034 1020.20 54.000 EACH| 10.00000 540.00| |
INSTALL CHEVRONS | | |
0035 2001.03 16.000 Mg | 28.00000 448.00| |
GRAVEL SURFACE COURSE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 2796B COUNTIES : DOUGLAS
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-275-7(182)
====================================================================================================================================
|(4) 0805 | |
|COHRON & SON, INC./A. M. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 3075.31 341.000 m2 | 33.26000 11341.66| |
205 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0037 3075.41 858.000 m2 | 36.25000 31102.50| |
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0038 3075.45 6952.000 m2 | 40.10000 278775.20| |
230 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-25 | | |
0039 4024.55 9.300 m | 175.00000 1627.50| |
FLUME SPILLWAY | | |
0040 4024.70 1.000 EACH| 885.50000 885.50| |
CONCRETE FLUME, TYPE I | | |
0041 4024.73 6.000 EACH| 1442.55000 8655.30| |
CONCRETE FLUME, TYPE IV | | |
0042 4105.59 5.700 m3 | 621.65000 3543.41| |
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0043 4155.50 142.000 kg | 3.10000 440.20| |
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0044 7503.14 2400.000 m | 9.84000 23616.00| |
100 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4, GROOVED | | |
0045 7509.14 560.000 m | 29.52000 16531.20| |
300 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4, GROOVED | | |
0046 8051.00 230.000 m3 | 118.72000 27305.60| |
SOIL BINDER | | |
0047 8101.40 23978.000 m2 | 2.00000 47956.00| |
SUBGRADE STABILIZATION | | |
0048 8111.00 16.042 StaM| 165.00000 2646.93| |
SHOULDER SUBGRADE PREPARATION | | |
0049 9005.35 8840.000 Mg | 31.35000 277134.00| |
ASPHALTIC CONCRETE, TYPE SP3(12.5) | | |
0050 9009.00 54.000 m2 | 13.15000 710.10| |
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0051 9021.01 477.360 Mg | 176.80000 84397.25| |
PERFORMANCE GRADED BINDER (64-22) | | |
0052 9030.00 274.000 m | 23.00000 6302.00| |
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 15
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 2796B COUNTIES : DOUGLAS
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-275-7(182)
====================================================================================================================================
|(4) 0805 | |
|COHRON & SON, INC./A. M. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0053 9034.00 54.000 m2 | 15.00000 810.00| |
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0054 9053.00 8310.000 L | 0.25000 2077.50| |
TACK COAT | | |
0055 9111.00 3477.000 kL | 2.00000 6954.00| |
WATER | | |
0056 9140.00 16.042 StaM| 40.00000 641.68| |
JOINT SEALING - ASPHALT TO CONCRETE | | |
0057 9170.00 39.876 StaM| 320.45000 12778.26| |
EARTH SHOULDER CONSTRUCTION | | |
0058 9188.50 365.000 m2 | 21.15000 7719.75| |
SURFACING UNDER GUARDRAIL | | |
0059 9300.50 1.562 LS | 2500.00000 2500.00| |
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 928,616.24| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4 CULVERTS
| | |
0060 P120.60 4.000 m | 578.52000 2314.08| |
1500 mm CULVERT PIPE, TYPE 2 | | |
0061 P310.48 21.500 m | 238.25000 5122.38| |
1200 mm CULVERT PIPE, TYPE 2,4 OR 5 | | |
0062 P400.36 59.500 m | 185.86000 11058.67| |
900 mm CULVERT PIPE, TYPE 2,5,7 OR 8 | | |
0063 P500.24 58.500 m | 126.48000 7399.08| |
600 mm CULVERT PIPE, TYPE 2,4,5,7 OR 8 | | |
0064 P500.30 75.500 m | 148.64000 11222.32| |
750 mm CULVERT PIPE, TYPE 2,4,5,7 or 8 | | |
0065 0030.40 LUMP| 12200.00000 12200.00| |
MOBILIZATION | | |
0066 4002.00 228.000 kg | 2.91000 663.48| |
CAST IRON COVER AND FRAME | | |
0067 4005.00 790.000 kg | 2.78000 2196.20| |
CAST IRON RING AND COVER | | |
0068 4015.00 4.000 EACH| 213.44000 853.76| |
ADJUST MANHOLE TO GRADE | | |
0069 4015.50 2.000 EACH| 1520.17000 3040.34| |
RECONSTRUCT MANHOLE | | |
0070 4035.00 4.000 EACH| 170.76000 683.04| |
REMOVE FLARED-END SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 16
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 2796B COUNTIES : DOUGLAS
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-275-7(182)
====================================================================================================================================
|(4) 0805 | |
|COHRON & SON, INC./A. M. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0071 4035.25 2.000 EACH| 512.27000 1024.54| |
REMOVE AND SALVAGE FLARED-END SECTION | | |
0072 4040.00 2.000 EACH| 379.50000 759.00| |
REMOVE HEADWALLS FROM CULVERTS | | |
0073 4050.01 433.000 m3 | 15.00000 6495.00| |
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0074 4310.24 8.000 EACH| 573.44000 4587.52| |
600 mm FLARED-END SECTION | | |
0075 4310.30 2.000 EACH| 620.40000 1240.80| |
750 mm FLARED-END SECTION | | |
0076 4310.36 2.000 EACH| 727.73000 1455.46| |
900 mm FLARED-END SECTION | | |
0077 4310.48 2.000 EACH| 1061.51000 2123.02| |
1200 mm FLARED-END SECTION | | |
0078 4461.60 2.000 EACH| 1704.20000 3408.40| |
INSTALL 1500 mm CONCRETE FLARED-END | | |
SECTION | | |
SECTION TOTALS | $ 77,847.09| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 5 SEEDING
| | |
0079 L001.02 15.600 ha | 1131.00000 17643.60| |
SEEDING, TYPE B | | |
0080 L020.02 1314.000 m2 | 1.55000 2036.70| |
EROSION CONTROL, TYPE B | | |
0081 L032.75 78.000 Mg | 75.00000 5850.00| |
MULCH | | |
0082 0030.50 LUMP| 1000.00000 1000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 26,530.30| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 6 BRIDGE AT STA. 1188+21.542
2 - 34.15 m SPANS WELDED PLATE STEEL GIRDER BRIDGE
| | |
0083 0030.60 LUMP| 105000.00000 105000.00| |
MOBILIZATION | | |
0084 3050.15 150.800 m3 | 210.00000 31668.00| |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 17
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 2796B COUNTIES : DOUGLAS
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-275-7(182)
====================================================================================================================================
|(4) 0805 | |
|COHRON & SON, INC./A. M. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0085 3051.10 10270.000 kg | 1.85000 18999.50| |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0086 6000.10 100.000 LS | 3000.00000 3000.00| |
ABUTMENT NO.1 EXCAVATION | | |
0087 6000.11 100.000 LS | 3000.00000 3000.00| |
ABUTMENT NO.2 EXCAVATION | | |
0088 6000.20 90.000 LS | 10000.00000 10000.00| |
PIER NO.1 EXCAVATION | | |
0089 6005.35 28.200 m | 150.00000 4230.00| |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0090 6005.83 5.000 EACH| 1010.00000 5050.00| |
FIXED BEARING | | |
0091 6010.22 176.100 m3 | 495.00000 87169.50| |
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0092 6010.26 233.500 m3 | 495.00000 115582.50| |
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0093 6071.11 124585.000 LS | 285000.00000 285000.00| |
STEEL SUPERSTRUCTURE AT STA. 1188+21.542| | |
0094 6080.00 950.000 kg | 2.50000 2375.00| |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0095 6100.00 1.000 EACH| 5200.00000 5200.00| |
FLOOR DRAINS | | |
0096 6131.50 44130.000 kg | 1.85000 81640.50| |
EPOXY COATED REINFORCING STEEL | | |
0097 6139.50 52.000 m2 | 24.00000 1248.00| |
SUBSURFACE DRAINAGE MATTING | | |
0098 6210.50 1185.700 m | 82.00000 97227.40| |
PIPE PILING | | |
0099 6951.12 1905.000 EACH| 4.30000 8191.50| |
SHEAR CONNECTORS | | |
0100 7110.06 62.400 m | 145.00000 9048.00| |
1.8 METER CHAIN-LINK FENCE | | |
0101 8091.00 155.000 m3 | 28.00000 4340.00| |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 877,969.90| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 6A BRIDGE AT STA. 1294+95.455
5 SPAN, 128.03 m PRESTRESSED CONCRETE GIRDER (NU 1100) BRID
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 18
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 2796B COUNTIES : DOUGLAS
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-275-7(182)
====================================================================================================================================
|(4) 0805 | |
|COHRON & SON, INC./A. M. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0102 0030.60 LUMP| 160000.00000 160000.00| |
MOBILIZATION | | |
0103 3050.15 158.900 m3 | 192.00000 30508.80| |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0104 3051.10 10365.000 kg | 1.85000 19175.25| |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0105 6000.10 115.000 LS | 3000.00000 3000.00| |
ABUTMENT NO.1 EXCAVATION | | |
0106 6000.11 115.000 LS | 3000.00000 3000.00| |
ABUTMENT NO.2 EXCAVATION | | |
0107 6000.20 90.000 LS | 10000.00000 10000.00| |
PIER NO.1 EXCAVATION | | |
0108 6000.21 95.000 LS | 10000.00000 10000.00| |
PIER NO.2 EXCAVATION | | |
0109 6000.22 80.000 LS | 10000.00000 10000.00| |
PIER NO.3 EXCAVATION | | |
0110 6000.23 85.000 LS | 10000.00000 10000.00| |
PIER NO.4 EXCAVATION | | |
0111 6005.35 33.900 m | 150.00000 5085.00| |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0112 6005.78 24.000 EACH| 475.00000 11400.00| |
EXPANSION BEARING, TFE TYPE | | |
0113 6005.83 24.000 EACH| 135.00000 3240.00| |
FIXED BEARING | | |
0114 6010.22 475.000 m3 | 495.00000 235125.00| |
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0115 6010.26 579.000 m3 | 495.00000 286605.00| |
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0116 6011.11 343.000 LS | 365700.00000 365700.00| |
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA, 1294+95.455 | | |
0117 6080.00 1360.000 kg | 2.00000 2720.00| |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0118 6095.00 25.000 EACH| 485.00000 12125.00| |
STEEL DIAPHRAGM | | |
0119 6100.00 4.000 EACH| 378.00000 1512.00| |
FLOOR DRAINS | | |
0120 6107.00 826.000 m2 | 50.00000 41300.00| |
CONCRETE SLOPE PROTECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 19
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 2796B COUNTIES : DOUGLAS
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-275-7(182)
====================================================================================================================================
|(4) 0805 | |
|COHRON & SON, INC./A. M. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0121 6131.50 111135.000 kg | 1.85000 205599.75| |
EPOXY COATED REINFORCING STEEL | | |
0122 6139.50 56.000 m2 | 24.00000 1344.00| |
SUBSURFACE DRAINAGE MATTING | | |
0123 6200.00 1603.500 m | 82.00000 131487.00| |
CONCRETE PILING | | |
0124 6210.12 408.000 m | 52.00000 21216.00| |
HP 250 mm X 62 kg STEEL PILING | | |
0125 6210.14 549.000 m | 61.00000 33489.00| |
HP 310 mm X 79 kg STEEL PILING | | |
0126 7110.06 67.200 m | 145.00000 9744.00| |
1.8 METER CHAIN-LINK FENCE | | |
0127 8091.00 180.000 m3 | 28.00000 5040.00| |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 1,628,415.80| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 7 GUARDRAIL
| | |
0128 0030.70 LUMP| 647.54000 647.54| |
MOBILIZATION | | |
0129 7011.20 72.390 m | 43.50000 3148.97| |
W-BEAM GUARDRAIL | | |
0130 7020.00 8.000 EACH| 1250.00000 10000.00| |
BRIDGE APPROACH SECTIONS | | |
0131 7021.70 8.000 EACH| 1650.00000 13200.00| |
GUARDRAIL END TREATMENT, SRT-350 | | |
SECTION TOTALS | $ 26,996.51| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 10 GENERAL ITEMS
| | |
0132 0001.08 400.000 BDAY| 0.50000 200.00| |
BARRICADE, TYPE II | | |
0133 0001.10 5609.000 BDAY| 1.98000 11105.82| |
BARRICADE, TYPE III | | |
0134 0001.30 1334.000 LDAY| 1.98000 2641.32| |
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0135 0001.75 160.000 EACH| 8.00000 1280.00| |
TEMPORARY SIGN DAY | | |
0136 0001.90 14940.000 EACH| 0.19000 2838.60| |
SIGN DAY | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 10/25/01
PAGE : 20
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 2796B COUNTIES : DOUGLAS
LETTING DATE : 10/25/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-275-7(182)
====================================================================================================================================
|(4) 0805 | |
|COHRON & SON, INC./A. M. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0137 0002.30 200.000 m | 3.50000 700.00| |
PAVEMENT MARKING REMOVAL | | |
0138 0002.44 1200.000 m | 0.82000 984.00| |
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0139 0003.10 50.000 DAY | 180.00000 9000.00| |
FLAGGING | | |
0140 0010.04 1.000 EACH| 1500.00000 1500.00| |
FIELD OFFICE | | |
0141 0020.00 1000.000 HOUR| 0.80000 800.00| |
TRAINING | | |
0142 0030.10 LUMP| 1000.00000 1000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 32,049.74| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 5,620,473.89| |
====================================================================================================================================