|
Contract Letting December 06, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 2
VENDOR RANKING
CALL ORDER : F11 CONTRACT ID : 2597A COUNTIES : SARPY
LETTING DATE : 12/06/01 DISTRICT : 2
PROJECT(S) : EACBR-6-7(173)
CONTRACT DESCRIPTION :
ON US-6, PLATTE RIVER TO N-31 BRIDGE
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0049 HAWKINS CONSTRUCTION COMPANY $ 1,070,464.28 100.0000%
2 2817 MCC, L.L.C. $ 1,099,737.06 102.7345%
3 2182 WBE COMPANY, INC. $ 1,139,850.41 106.4818%
4 0774 DIXON CONSTRUCTION CO. $ 1,164,511.63 108.7856%
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 2597A COUNTIES : SARPY
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACBR-6-7(173)
====================================================================================================================================
|(1) 0049 |(2) 2817 |(3) 2182
|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. |WBE COMPANY, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.50 4.200 ACRE| 345.00000 1449.00| 511.88000 2149.90| 487.50000 2047.50
TEMPORARY SEEDING | | |
0002 L020.00 2745.000 SY | 1.55000 4254.75| 1.89000 5188.05| 1.80000 4941.00
EROSION CONTROL | | |
0003 L020.12 1550.000 SY | 7.77000 12043.50| 4.20000 6510.00| 4.00000 6200.00
EROSION CONTROL, TYPE B-2 | | |
0004 L021.06 24.000 BALE| 17.27000 414.48| 21.00000 504.00| 20.00000 480.00
EROSION CHECKS, TYPE HV | | |
0005 L022.11 800.000 LF | 2.88000 2304.00| 3.15000 2520.00| 3.00000 2400.00
FABRIC SILT FENCE-LOW POROSITY | | |
0006 0030.10 LUMP| 10360.00000 10360.00| 20000.00000 20000.00| 6100.00000 6100.00
MOBILIZATION | | |
0007 1009.00 LUMP| 13589.00000 13589.00| 20000.00000 20000.00| 6200.00000 6200.00
GENERAL CLEARING AND GRUBBING | | |
0008 1010.01 9342.000 CY | 3.55000 33164.10| 3.23000 30174.66| 2.61000 24382.62
EXCAVATION (ESTABLISHED QUANTITY) | | |
0009 1011.00 240.000 MGAL| 4.61000 1106.40| 4.20000 1008.00| 1.00000 240.00
WATER | | |
0010 1012.00 4.000 EACH| 92.00000 368.00| 84.00000 336.00| 65.00000 260.00
RIGHT-OF-WAY MARKERS | | |
0011 1030.00 17310.000 CY | 4.55000 78760.50| 4.15000 71836.50| 8.40000 145404.00
EARTHWORK MEASURED IN EMBANKMENT | | |
0012 1101.00 2658.000 SY | 4.38000 11642.04| 3.99000 10605.42| 4.90000 13024.20
REMOVE PAVEMENT | | |
0013 4050.01 67.000 CY | 5.29000 354.43| 10.50000 703.50| 12.00000 804.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0014 4200.36 1.000 EACH| 1531.00000 1531.00| 1680.00000 1680.00| 2120.00000 2120.00
36" AUTOMATIC FLOOD CONTROL GATE | | |
0015 4350.36 56.000 LF | 28.00000 1568.00| 31.50000 1764.00| 47.14000 2639.84
36" CORRUGATED METAL PIPE | | |
0016 4350.60 410.000 LF | 63.32000 25961.20| 61.95000 25399.50| 117.00000 47970.00
60" CORRUGATED METAL PIPE | | |
0017 4360.36 1.000 EACH| 339.00000 339.00| 420.00000 420.00| 278.00000 278.00
36" METAL FLARED-END SECTION | | |
0018 7017.00 550.000 LF | 1.15000 632.50| 1.05000 577.50| 1.50000 825.00
REMOVE GUARDRAIL | | |
0019 9110.01 10.000 HOUR| 86.00000 860.00| 99.75000 997.50| 70.00000 700.00
RENTAL OF LOADER, FULLY OPERATED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 2597A COUNTIES : SARPY
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACBR-6-7(173)
====================================================================================================================================
|(1) 0049 |(2) 2817 |(3) 2182
|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. |WBE COMPANY, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 9110.03 10.000 HOUR| 86.00000 860.00| 63.00000 630.00| 65.00000 650.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0021 9110.07 10.000 HOUR| 86.00000 860.00| 78.75000 787.50| 40.00000 400.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 202,421.90| $ 203,792.03| $ 268,066.16
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0022 L001.02 0.580 ACRE| 754.29000 437.49| 745.10000 432.16| 709.62000 411.58
SEEDING, TYPE B | | |
0023 L001.03 1.200 ACRE| 461.00000 553.20| 786.45000 943.74| 749.00000 898.80
SEEDING, TYPE C | | |
0024 L032.75 4.000 TON | 86.00000 344.00| 73.50000 294.00| 70.00000 280.00
MULCH | | |
0025 0030.30 LUMP| 26526.00000 26526.00| 45000.00000 45000.00| 17700.00000 17700.00
MOBILIZATION | | |
0026 3075.42 1563.000 SY | 25.10000 39231.30| 30.05000 46968.15| 29.00000 45327.00
9" CONCRETE PAVEMENT, CLASS 47B-3500 | | |
0027 3075.46 2343.000 SY | 27.25000 63846.75| 33.15000 77670.45| 32.00000 74976.00
9" DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-3500 | | |
0028 3089.25 7976.000 SY | 28.05000 223726.80| 30.56000 243746.56| 30.00000 239280.00
TEMPORARY SURFACING 10" | | |
0029 8029.04 3906.000 SY | 5.37000 20975.22| 6.01000 23475.06| 5.80000 22654.80
AGGREGATE FOUNDATION COURSE 4" | | |
0030 9111.00 212.000 MGAL| 2.64000 559.68| 0.01000 2.12| 1.00000 212.00
WATER | | |
0031 9170.00 17.640 STA | 86.37000 1523.57| 75.00000 1323.00| 150.00000 2646.00
EARTH SHOULDER CONSTRUCTION | | |
0032 9173.20 3906.000 SY | 1.23000 4804.38| 2.76000 10780.56| 2.67000 10429.02
SUBGRADE PREPARATION | | |
0033 9188.50 87.000 SY | 36.38000 3165.06| 31.55000 2744.85| 45.50000 3958.50
SURFACING UNDER GUARDRAIL | | |
SECTION TOTALS | $ 385,693.45| $ 453,380.65| $ 418,773.70
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 6 BRIDGE AT STA. 18+21.67
1-44' & 2-33' SPANS, CONCRETE SLAB BRIDGE - CONTINUOUS TYPE
| | |
0034 0030.60 LUMP| 44830.00000 44830.00| 22000.00000 22000.00| 20000.00000 20000.00
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 2597A COUNTIES : SARPY
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACBR-6-7(173)
====================================================================================================================================
|(1) 0049 |(2) 2817 |(3) 2182
|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. |WBE COMPANY, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 1010.01 120.000 CY | 3.96000 475.20| 5.00000 600.00| 8.00000 960.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0036 1043.50 64.000 SY | 2.94000 188.16| 3.00000 192.00| 2.00000 128.00
RIPRAP FILTER FABRIC | | |
0037 3050.15 203.700 CY | 149.86000 30526.48| 180.00000 36666.00| 190.00000 38703.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0038 3051.10 20480.000 LB | 0.63000 12902.40| 0.60000 12288.00| 0.50000 10240.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0039 6000.10 75.000 LS | 627.00000 627.00| 1700.00000 1700.00| 2000.00000 2000.00
ABUTMENT NO.1 EXCAVATION | | |
0040 6000.11 75.000 LS | 627.00000 627.00| 1700.00000 1700.00| 2000.00000 2000.00
ABUTMENT NO.2 EXCAVATION | | |
0041 6001.50 55.000 LS | 4287.00000 4287.00| 10000.00000 10000.00| 4900.00000 4900.00
BENT NO.1 EXCAVATION | | |
0042 6001.51 55.000 LS | 4486.00000 4486.00| 10000.00000 10000.00| 4900.00000 4900.00
BENT NO.2 EXCAVATION | | |
0043 6010.22 236.300 CY | 219.08000 51768.60| 275.00000 64982.50| 287.00000 67818.10
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0044 6010.26 289.800 CY | 355.85000 103125.33| 320.00000 92736.00| 299.00000 86650.20
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0045 6040.00 1.000 EACH| 53308.00000 53308.00| 30000.00000 30000.00| 20000.00000 20000.00
REMOVE STRUCTURE AT STA. 18+26.48 | | |
0046 6080.00 800.000 LB | 2.92000 2336.00| 1.20000 960.00| 4.06000 3248.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0047 6104.00 270.000 TON | 5.83000 1574.10| 6.00000 1620.00| 9.60000 2592.00
BROKEN CONCRETE RIPRAP | | |
0048 6105.02 100.800 TON | 22.86000 2304.29| 26.00000 2620.80| 20.00000 2016.00
ROCK RIPRAP, TYPE B | | |
0049 6131.50 84915.000 LB | 0.64000 54345.60| 0.60000 50949.00| 0.53000 45004.95
EPOXY COATED REINFORCING STEEL | | |
0050 6139.50 49.800 SY | 27.90000 1389.42| 29.00000 1444.20| 25.00000 1245.00
SUBSURFACE DRAINAGE MATTING | | |
0051 6210.12 980.000 LF | 13.02000 12759.60| 8.15000 7987.00| 19.60000 19208.00
HP 10"X42# STEEL PILING | | |
0052 6210.14 2620.000 LF | 15.65000 41003.00| 10.15000 26593.00| 21.80000 57116.00
HP 12"X53# STEEL PILING | | |
0053 6310.00 2561.900 SF | 9.55000 24466.15| 11.20000 28693.28| 12.00000 30742.80
STEEL SHEET PILING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 2597A COUNTIES : SARPY
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACBR-6-7(173)
====================================================================================================================================
|(1) 0049 |(2) 2817 |(3) 2182
|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. |WBE COMPANY, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0054 8091.00 88.500 CY | 11.17000 988.55| 20.00000 1770.00| 19.00000 1681.50
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 448,317.88| $ 405,501.78| $ 421,153.55
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 7 GUARDRAIL
| | |
0055 0030.70 LUMP| 288.00000 288.00| 250.00000 250.00| 90.00000 90.00
MOBILIZATION | | |
0056 7011.20 225.000 LF | 16.12000 3627.00| 14.00000 3150.00| 15.00000 3375.00
W-BEAM GUARDRAIL | | |
0057 7020.00 4.000 EACH| 1382.00000 5528.00| 1200.00000 4800.00| 1200.00000 4800.00
BRIDGE APPROACH SECTIONS | | |
0058 7024.25 1.000 EACH| 2303.00000 2303.00| 2000.00000 2000.00| 2250.00000 2250.00
GUARDRAIL END TREATMENT, TYPE 1 | | |
0059 7024.27 3.000 EACH| 1843.00000 5529.00| 1600.00000 4800.00| 1650.00000 4950.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 17,275.00| $ 15,000.00| $ 15,465.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0060 0001.08 1960.000 BDAY| 0.50000 980.00| 0.50000 980.00| 0.50000 980.00
BARRICADE, TYPE II | | |
0061 0001.10 1244.000 BDAY| 2.25000 2799.00| 1.31000 1629.64| 1.25000 1555.00
BARRICADE, TYPE III | | |
0062 0001.30 404.000 LDAY| 2.25000 909.00| 1.31000 529.24| 1.25000 505.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0063 0001.90 5068.000 EACH| 0.35000 1773.80| 0.79000 4003.72| 0.75000 3801.00
SIGN DAY | | |
0064 0002.30 1000.000 LF | 0.46000 460.00| 0.53000 530.00| 0.50000 500.00
PAVEMENT MARKING REMOVAL | | |
0065 0002.44 12500.000 LF | 0.09000 1125.00| 0.11000 1375.00| 0.10000 1250.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0066 0002.47 800.000 LF | 0.58000 464.00| 1.05000 840.00| 1.00000 800.00
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0067 0003.10 25.000 DAY | 240.85000 6021.25| 175.00000 4375.00| 160.00000 4000.00
FLAGGING | | |
0068 0010.04 1.000 EACH| 1423.00000 1423.00| 5000.00000 5000.00| 2200.00000 2200.00
FIELD OFFICE | | |
0069 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00
TRAINING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 2597A COUNTIES : SARPY
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACBR-6-7(173)
====================================================================================================================================
|(1) 0049 |(2) 2817 |(3) 2182
|HAWKINS CONSTRUCTION COMPANY|MCC, L.L.C. |WBE COMPANY, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0070 0030.00 LUMP| 1.00000 1.00| 2000.00000 2000.00| 1.00000 1.00
MOBILIZATION | | |
SECTION TOTALS | $ 16,756.05| $ 22,062.60| $ 16,392.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,070,464.28| $ 1,099,737.06| $ 1,139,850.41
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 2597A COUNTIES : SARPY
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACBR-6-7(173)
====================================================================================================================================
|(4) 0774 | |
|DIXON 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 L006.50 4.200 ACRE| 487.50000 2047.50| |
TEMPORARY SEEDING | | |
0002 L020.00 2745.000 SY | 1.80000 4941.00| |
EROSION CONTROL | | |
0003 L020.12 1550.000 SY | 4.00000 6200.00| |
EROSION CONTROL, TYPE B-2 | | |
0004 L021.06 24.000 BALE| 20.00000 480.00| |
EROSION CHECKS, TYPE HV | | |
0005 L022.11 800.000 LF | 3.00000 2400.00| |
FABRIC SILT FENCE-LOW POROSITY | | |
0006 0030.10 LUMP| 7800.00000 7800.00| |
MOBILIZATION | | |
0007 1009.00 LUMP| 13000.00000 13000.00| |
GENERAL CLEARING AND GRUBBING | | |
0008 1010.01 9342.000 CY | 1.38000 12891.96| |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0009 1011.00 240.000 MGAL| 1.00000 240.00| |
WATER | | |
0010 1012.00 4.000 EACH| 100.00000 400.00| |
RIGHT-OF-WAY MARKERS | | |
0011 1030.00 17310.000 CY | 3.98000 68893.80| |
EARTHWORK MEASURED IN EMBANKMENT | | |
0012 1101.00 2658.000 SY | 3.80000 10100.40| |
REMOVE PAVEMENT | | |
0013 4050.01 67.000 CY | 5.00000 335.00| |
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0014 4200.36 1.000 EACH| 2885.00000 2885.00| |
36" AUTOMATIC FLOOD CONTROL GATE | | |
0015 4350.36 56.000 LF | 27.14000 1519.84| |
36" CORRUGATED METAL PIPE | | |
0016 4350.60 410.000 LF | 62.54000 25641.40| |
60" CORRUGATED METAL PIPE | | |
0017 4360.36 1.000 EACH| 322.00000 322.00| |
36" METAL FLARED-END SECTION | | |
0018 7017.00 550.000 LF | 1.50000 825.00| |
REMOVE GUARDRAIL | | |
0019 9110.01 10.000 HOUR| 95.00000 950.00| |
RENTAL OF LOADER, FULLY OPERATED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 2597A COUNTIES : SARPY
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACBR-6-7(173)
====================================================================================================================================
|(4) 0774 | |
|DIXON CONSTRUCTION CO. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 9110.03 10.000 HOUR| 55.00000 550.00| |
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0021 9110.07 10.000 HOUR| 55.00000 550.00| |
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 162,972.90| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0022 L001.02 0.580 ACRE| 709.62000 411.58| |
SEEDING, TYPE B | | |
0023 L001.03 1.200 ACRE| 749.00000 898.80| |
SEEDING, TYPE C | | |
0024 L032.75 4.000 TON | 70.00000 280.00| |
MULCH | | |
0025 0030.30 LUMP| 20000.00000 20000.00| |
MOBILIZATION | | |
0026 3075.42 1563.000 SY | 29.55000 46186.65| |
9" CONCRETE PAVEMENT, CLASS 47B-3500 | | |
0027 3075.46 2343.000 SY | 33.45000 78373.35| |
9" DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-3500 | | |
0028 3089.25 7976.000 SY | 28.90000 230506.40| |
TEMPORARY SURFACING 10" | | |
0029 8029.04 3906.000 SY | 5.85000 22850.10| |
AGGREGATE FOUNDATION COURSE 4" | | |
0030 9111.00 212.000 MGAL| 5.50000 1166.00| |
WATER | | |
0031 9170.00 17.640 STA | 200.00000 3528.00| |
EARTH SHOULDER CONSTRUCTION | | |
0032 9173.20 3906.000 SY | 3.00000 11718.00| |
SUBGRADE PREPARATION | | |
0033 9188.50 87.000 SY | 35.05000 3049.35| |
SURFACING UNDER GUARDRAIL | | |
SECTION TOTALS | $ 418,968.23| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 6 BRIDGE AT STA. 18+21.67
1-44' & 2-33' SPANS, CONCRETE SLAB BRIDGE - CONTINUOUS TYPE
| | |
0034 0030.60 LUMP| 70000.00000 70000.00| |
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 2597A COUNTIES : SARPY
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACBR-6-7(173)
====================================================================================================================================
|(4) 0774 | |
|DIXON CONSTRUCTION CO. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 1010.01 120.000 CY | 10.00000 1200.00| |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0036 1043.50 64.000 SY | 2.00000 128.00| |
RIPRAP FILTER FABRIC | | |
0037 3050.15 203.700 CY | 240.00000 48888.00| |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0038 3051.10 20480.000 LB | 0.72000 14745.60| |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0039 6000.10 75.000 LS | 7500.00000 7500.00| |
ABUTMENT NO.1 EXCAVATION | | |
0040 6000.11 75.000 LS | 7500.00000 7500.00| |
ABUTMENT NO.2 EXCAVATION | | |
0041 6001.50 55.000 LS | 15000.00000 15000.00| |
BENT NO.1 EXCAVATION | | |
0042 6001.51 55.000 LS | 15000.00000 15000.00| |
BENT NO.2 EXCAVATION | | |
0043 6010.22 236.300 CY | 300.00000 70890.00| |
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0044 6010.26 289.800 CY | 300.00000 86940.00| |
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0045 6040.00 1.000 EACH| 50000.00000 50000.00| |
REMOVE STRUCTURE AT STA. 18+26.48 | | |
0046 6080.00 800.000 LB | 5.00000 4000.00| |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0047 6104.00 270.000 TON | 10.00000 2700.00| |
BROKEN CONCRETE RIPRAP | | |
0048 6105.02 100.800 TON | 30.00000 3024.00| |
ROCK RIPRAP, TYPE B | | |
0049 6131.50 84915.000 LB | 0.54000 45854.10| |
EPOXY COATED REINFORCING STEEL | | |
0050 6139.50 49.800 SY | 30.00000 1494.00| |
SUBSURFACE DRAINAGE MATTING | | |
0051 6210.12 980.000 LF | 15.00000 14700.00| |
HP 10"X42# STEEL PILING | | |
0052 6210.14 2620.000 LF | 18.00000 47160.00| |
HP 12"X53# STEEL PILING | | |
0053 6310.00 2561.900 SF | 12.00000 30742.80| |
STEEL SHEET PILING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 2597A COUNTIES : SARPY
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACBR-6-7(173)
====================================================================================================================================
|(4) 0774 | |
|DIXON CONSTRUCTION CO. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0054 8091.00 88.500 CY | 40.00000 3540.00| |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 541,006.50| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 7 GUARDRAIL
| | |
0055 0030.70 LUMP| 2000.00000 2000.00| |
MOBILIZATION | | |
0056 7011.20 225.000 LF | 14.00000 3150.00| |
W-BEAM GUARDRAIL | | |
0057 7020.00 4.000 EACH| 1200.00000 4800.00| |
BRIDGE APPROACH SECTIONS | | |
0058 7024.25 1.000 EACH| 2000.00000 2000.00| |
GUARDRAIL END TREATMENT, TYPE 1 | | |
0059 7024.27 3.000 EACH| 1600.00000 4800.00| |
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 16,750.00| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0060 0001.08 1960.000 BDAY| 0.50000 980.00| |
BARRICADE, TYPE II | | |
0061 0001.10 1244.000 BDAY| 1.95000 2425.80| |
BARRICADE, TYPE III | | |
0062 0001.30 404.000 LDAY| 1.95000 787.80| |
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0063 0001.90 5068.000 EACH| 0.30000 1520.40| |
SIGN DAY | | |
0064 0002.30 1000.000 LF | 0.40000 400.00| |
PAVEMENT MARKING REMOVAL | | |
0065 0002.44 12500.000 LF | 0.08000 1000.00| |
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0066 0002.47 800.000 LF | 0.50000 400.00| |
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0067 0003.10 25.000 DAY | 200.00000 5000.00| |
FLAGGING | | |
0068 0010.04 1.000 EACH| 1500.00000 1500.00| |
FIELD OFFICE | | |
0069 0020.00 1000.000 HOUR| 0.80000 800.00| |
TRAINING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 12/06/01
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F11 CONTRACT ID : 2597A COUNTIES : SARPY
LETTING DATE : 12/06/01 1:30 PM DISTRICT : 2
PROJECT(S) : EACBR-6-7(173)
====================================================================================================================================
|(4) 0774 | |
|DIXON CONSTRUCTION CO. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0070 0030.00 LUMP| 10000.00000 10000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 24,814.00| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,164,511.63| |
====================================================================================================================================