|
Contract Letting February 07, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F17 CONTRACT ID : 3441 COUNTIES : CEDAR KNOX
LETTING DATE : 02/07/02 DISTRICT : 3
PROJECT(S) : EACSTPD-121-4(110)
CONTRACT DESCRIPTION : RD-121-4(1007)
N-121, CROFTON NORTH; N-121, SOUTH YANKTON WEST; S-12-5(1010)
AND N-12, CROFTON WEST.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
0574 THE TOTAL AMOUNT OF WORK WHICH WILL BE ACCEPTED IN THIS
0574 LETTING IS LIMITED TO $10,000,000.
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0574 CONSTRUCTORS, INC. $ 4,203,934.99 100.0000%
2 0875 BROWER CONSTRUCTION CO. $ 4,387,445.31 104.3652%
3 0086 HENNINGSEN CONST., INC. $ 4,509,038.87 107.2575%
4 1661 U.S. ASPHALT CO. $ 4,532,125.74 107.8067%
5 2879 SPENCER QUARRIES, INCORPORATED $ 4,681,265.98 111.3543%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3441 COUNTIES : CEDAR KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-121-4(110)
RD-121-4(1007)
S-12-5(1010)
====================================================================================================================================
|(1) 0574 |(2) 0875 |(3) 0086
|CONSTRUCTORS, INC. |BROWER CONSTRUCTION CO. |HENNINGSEN CONST., 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 2.000 ACRE| 505.00000 1010.00| 303.00000 606.00| 300.00000 600.00
TEMPORARY SEEDING | | |
0002 L020.00 13822.000 SY | 1.50000 20733.00| 1.75000 24188.50| 1.75000 24188.50
EROSION CONTROL | | |
0003 L020.09 400.000 SY | 12.25000 4900.00| 12.00000 4800.00| 12.00000 4800.00
EROSION CONTROL, TYPE AAA | | |
0004 L022.11 2158.000 LF | 2.10000 4531.80| 3.50000 7553.00| 3.50000 7553.00
FABRIC SILT FENCE-LOW POROSITY | | |
0005 L022.75 36.000 LF | 17.25000 621.00| 75.00000 2700.00| 50.00000 1800.00
TEMPORARY SILT CHECK | | |
0006 0030.10 LUMP| 9700.00000 9700.00| 11196.00000 11196.00| 11100.00000 11100.00
MOBILIZATION | | |
0007 1009.00 LUMP| 9700.00000 9700.00| 9696.00000 9696.00| 9600.00000 9600.00
GENERAL CLEARING AND GRUBBING | | |
0008 1010.01 25020.000 CY | 3.05000 76311.00| 3.03000 75810.60| 3.00000 75060.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0009 1011.00 308.000 MGAL| 9.20000 2833.60| 9.09000 2799.72| 9.00000 2772.00
WATER | | |
0010 1030.00 51275.000 CY | 3.85000 197408.75| 3.84000 196896.00| 3.80000 194845.00
EARTHWORK MEASURED IN EMBANKMENT | | |
0011 1101.00 552.000 SY | 2.55000 1407.60| 2.53000 1396.56| 2.50000 1380.00
REMOVE PAVEMENT | | |
0012 1106.00 134.000 SY | 5.10000 683.40| 5.05000 676.70| 5.00000 670.00
REMOVE DRIVEWAY | | |
0013 1116.00 13.000 EACH| 6.10000 79.30| 6.06000 78.78| 6.00000 78.00
REMOVE GUARD POST | | |
0014 1300.24 44.000 LF | 16.20000 712.80| 16.26000 715.44| 16.10000 708.40
24" DRIVEWAY CULVERT PIPE | | |
0015 4035.25 2.000 EACH| 204.00000 408.00| 202.00000 404.00| 200.00000 400.00
REMOVE AND SALVAGE FLARED-END SECTION | | |
0016 4300.36 396.000 LF | 30.00000 11880.00| 30.30000 11998.80| 30.00000 11880.00
36" CULVERT PIPE | | |
0017 4350.48 54.000 LF | 38.00000 2052.00| 38.38000 2072.52| 38.00000 2052.00
48" CORRUGATED METAL PIPE | | |
0018 4362.48 2.000 EACH| 205.00000 410.00| 202.00000 404.00| 200.00000 400.00
INSTALL 48" METAL FLARED-END SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3441 COUNTIES : CEDAR KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-121-4(110)
RD-121-4(1007)
S-12-5(1010)
====================================================================================================================================
|(1) 0574 |(2) 0875 |(3) 0086
|CONSTRUCTORS, INC. |BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 4764.35 3056.000 LF | 10.05000 30712.80| 5.30000 16196.80| 10.00000 30560.00
4" PERFORATED PIPE UNDERDRAIN | | |
0020 7017.00 7117.000 LF | 2.05000 14589.85| 2.02000 14376.34| 2.00000 14234.00
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 390,684.90| $ 384,565.76| $ 394,680.90
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0021 0030.40 LUMP| 7150.00000 7150.00| 7000.00000 7000.00| 7000.00000 7000.00
MOBILIZATION | | |
0022 1043.50 258.000 SY | 5.10000 1315.80| 2.00000 516.00| 2.00000 516.00
RIPRAP FILTER FABRIC | | |
0023 4004.50 8075.000 LB | 1.42000 11466.50| 1.40000 11305.00| 1.40000 11305.00
CAST IRON GRATE AND FRAME | | |
0024 4035.25 3.000 EACH| 151.00000 453.00| 150.00000 450.00| 150.00000 450.00
REMOVE AND SALVAGE FLARED-END SECTION | | |
0025 4040.00 2.000 EACH| 151.00000 302.00| 150.00000 300.00| 150.00000 300.00
REMOVE HEADWALLS FROM CULVERTS | | |
0026 4044.00 1.000 EACH| 5100.00000 5100.00| 5000.00000 5000.00| 5000.00000 5000.00
PREPARATION OF STRUCTURE AT STA. 20+70.7| | |
0027 4044.01 1.000 EACH| 1525.00000 1525.00| 1500.00000 1500.00| 1500.00000 1500.00
PREPARATION OF STRUCTURE AT STA. 56+55.2| | |
0028 4044.02 1.000 EACH| 2425.00000 2425.00| 2400.00000 2400.00| 2400.00000 2400.00
PREPARATION OF STRUCTURE AT STA. | | |
193+36.6 | | |
0029 4044.03 1.000 EACH| 1530.00000 1530.00| 1500.00000 1500.00| 1500.00000 1500.00
PREPARATION OF STRUCTURE AT STA. | | |
237+22.8 | | |
0030 4044.04 1.000 EACH| 4050.00000 4050.00| 4000.00000 4000.00| 4000.00000 4000.00
PREPARATION OF STRUCTURE AT STA. | | |
372+92.2 | | |
0031 4050.01 89.000 CY | 10.15000 903.35| 10.00000 890.00| 10.00000 890.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0032 4051.01 292.000 CY | 16.30000 4759.60| 16.00000 4672.00| 16.00000 4672.00
EXCAVATION FOR BOX CULVERTS | | |
0033 4100.06 1.800 CY | 525.00000 945.00| 515.00000 927.00| 515.00000 927.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
HEADWALL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3441 COUNTIES : CEDAR KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-121-4(110)
RD-121-4(1007)
S-12-5(1010)
====================================================================================================================================
|(1) 0574 |(2) 0875 |(3) 0086
|CONSTRUCTORS, INC. |BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0034 4101.06 184.080 CY | 282.62000 52024.69| 276.00000 50806.08| 276.00000 50806.08
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
BOX CULVERT | | |
0035 4105.59 18.440 CY | 455.67000 8402.55| 445.00000 8205.80| 445.00000 8205.80
CLASS 47B-3000 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0036 4107.07 1.830 CY | 527.36000 965.07| 515.00000 942.45| 515.00000 942.45
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0037 4150.00 263.000 LB | 1.54000 405.02| 1.50000 394.50| 1.50000 394.50
REINFORCING STEEL FOR HEADWALL | | |
0038 4151.00 16398.000 LB | 0.61000 10002.78| 0.60000 9838.80| 0.60000 9838.80
REINFORCING STEEL FOR BOX CULVERT | | |
0039 4155.50 1050.000 LB | 1.02000 1071.00| 1.00000 1050.00| 1.00000 1050.00
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0040 4157.00 139.000 LB | 1.54000 214.06| 1.50000 208.50| 1.50000 208.50
REINFORCING STEEL FOR COLLARS | | |
0041 4350.18 41.000 LF | 17.72000 726.52| 17.30000 709.30| 17.30000 709.30
18" CORRUGATED METAL PIPE | | |
0042 4350.24 14.000 LF | 22.22000 311.08| 21.70000 303.80| 21.70000 303.80
24" CORRUGATED METAL PIPE | | |
0043 4350.60 8.000 LF | 81.41000 651.28| 79.50000 636.00| 79.50000 636.00
60" CORRUGATED METAL PIPE | | |
0044 4360.18 6.000 EACH| 196.30000 1177.80| 191.70000 1150.20| 191.70000 1150.20
18" METAL FLARED-END SECTION | | |
0045 4360.24 2.000 EACH| 236.03000 472.06| 230.50000 461.00| 230.50000 461.00
24" METAL FLARED-END SECTION | | |
0046 4362.30 1.000 EACH| 94.92000 94.92| 92.70000 92.70| 92.70000 92.70
INSTALL 30" METAL FLARED-END SECTION | | |
0047 4362.60 1.000 EACH| 284.77000 284.77| 278.10000 278.10| 278.10000 278.10
INSTALL 60" METAL FLARED-END SECTION | | |
0048 4384.18 2267.000 LF | 17.10000 38765.70| 16.70000 37858.90| 16.70000 37858.90
18" CORRUGATED METAL SEWER PIPE | | |
0049 4450.24 10.000 LF | 42.19000 421.90| 41.20000 412.00| 41.20000 412.00
24" REINFORCED CONCRETE PIPE | | |
0050 4450.36 8.000 LF | 80.18000 641.44| 78.30000 626.40| 78.30000 626.40
36" REINFORCED CONCRETE PIPE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3441 COUNTIES : CEDAR KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-121-4(110)
RD-121-4(1007)
S-12-5(1010)
====================================================================================================================================
|(1) 0574 |(2) 0875 |(3) 0086
|CONSTRUCTORS, INC. |BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0051 4460.24 1.000 EACH| 578.35000 578.35| 564.80000 564.80| 564.80000 564.80
24" CONCRETE FLARED-END SECTION | | |
0052 4460.36 1.000 EACH| 870.70000 870.70| 850.30000 850.30| 850.30000 850.30
36" CONCRETE FLARED-END SECTION | | |
0053 4680.18 1300.000 LF | 62.00000 80600.00| 60.50000 78650.00| 60.50000 78650.00
18" CORRUGATED METAL SLOTTED PIPE | | |
0054 6105.01 14.000 TON | 51.20000 716.80| 38.80000 543.20| 38.80000 543.20
ROCK RIPRAP, TYPE A | | |
0055 6105.02 112.000 TON | 51.20000 5734.40| 38.80000 4345.60| 38.80000 4345.60
ROCK RIPRAP, TYPE B | | |
SECTION TOTALS | $ 247,058.14| $ 239,388.43| $ 239,388.43
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 5 SEEDING
| | |
0056 L001.01 2.000 ACRE| 435.00000 870.00| 575.00000 1150.00| 575.00000 1150.00
SEEDING, TYPE A | | |
0057 L001.02 42.500 ACRE| 333.00000 14152.50| 465.00000 19762.50| 465.00000 19762.50
SEEDING, TYPE B | | |
0058 L032.75 99.500 TON | 56.32000 5603.84| 80.00000 7960.00| 80.00000 7960.00
MULCH | | |
0059 0030.50 LUMP| 716.00000 716.00| 1500.00000 1500.00| 1500.00000 1500.00
MOBILIZATION | | |
SECTION TOTALS | $ 21,342.34| $ 30,372.50| $ 30,372.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 166+89.90
ONE 103'-0 3/4" SPAN PRESTRESS CONC GIRDER BR WIDEN & REHAB
| | |
0060 0030.60 LUMP| 35839.00000 35839.00| 35000.00000 35000.00| 35000.00000 35000.00
MOBILIZATION | | |
0061 1010.01 1370.000 CY | 5.10000 6987.00| 5.00000 6850.00| 5.00000 6850.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0062 1043.50 120.000 SY | 3.07000 368.40| 3.00000 360.00| 3.00000 360.00
RIPRAP FILTER FABRIC | | |
0063 3050.15 177.400 CY | 205.00000 36367.00| 200.00000 35480.00| 200.00000 35480.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0064 3051.10 19490.000 LB | 0.51000 9939.90| 0.50000 9745.00| 0.50000 9745.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3441 COUNTIES : CEDAR KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-121-4(110)
RD-121-4(1007)
S-12-5(1010)
====================================================================================================================================
|(1) 0574 |(2) 0875 |(3) 0086
|CONSTRUCTORS, INC. |BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0065 6000.10 50.000 LS | 9215.85000 9215.85| 9000.00000 9000.00| 9000.00000 9000.00
ABUTMENT NO.1 EXCAVATION | | |
0066 6000.11 50.000 LS | 9215.85000 9215.85| 9000.00000 9000.00| 9000.00000 9000.00
ABUTMENT NO.2 EXCAVATION | | |
0067 6005.35 98.000 LF | 71.68000 7024.64| 70.00000 6860.00| 70.00000 6860.00
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0068 6005.78 5.000 EACH| 1025.00000 5125.00| 1000.00000 5000.00| 1000.00000 5000.00
EXPANSION BEARING, TFE TYPE | | |
0069 6005.83 5.000 EACH| 1025.00000 5125.00| 1000.00000 5000.00| 1000.00000 5000.00
FIXED BEARING | | |
0070 6010.22 110.000 CY | 318.00000 34980.00| 310.00000 34100.00| 310.00000 34100.00
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0071 6010.26 171.400 CY | 267.00000 45763.80| 260.00000 44564.00| 260.00000 44564.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0072 6011.11 93.000 LS | 94250.00000 94250.00| 92000.00000 92000.00| 92000.00000 92000.00
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 166+89.90 | | |
0073 6030.00 1.000 EACH| 34800.00000 34800.00| 34000.00000 34000.00| 34000.00000 34000.00
PREPARATION OF BRIDGE AT STA. 166+89.90 | | |
0074 6095.00 4.000 EACH| 1230.00000 4920.00| 1200.00000 4800.00| 1200.00000 4800.00
STEEL DIAPHRAGM | | |
0075 6104.00 94.000 TON | 15.36000 1443.84| 15.00000 1410.00| 15.00000 1410.00
BROKEN CONCRETE RIPRAP | | |
0076 6105.01 23.000 TON | 30.75000 707.25| 30.00000 690.00| 30.00000 690.00
ROCK RIPRAP, TYPE A | | |
0077 6105.02 415.000 TON | 30.75000 12761.25| 30.00000 12450.00| 30.00000 12450.00
ROCK RIPRAP, TYPE B | | |
0078 6131.50 32605.000 LB | 0.51000 16628.55| 0.50000 16302.50| 0.50000 16302.50
EPOXY COATED REINFORCING STEEL | | |
0079 6139.50 85.000 SY | 41.00000 3485.00| 40.00000 3400.00| 40.00000 3400.00
SUBSURFACE DRAINAGE MATTING | | |
0080 6210.12 820.000 LF | 18.45000 15129.00| 18.00000 14760.00| 16.00000 13120.00
HP 10"X42# STEEL PILING | | |
0081 8091.00 110.000 CY | 26.62000 2928.20| 26.00000 2860.00| 26.00000 2860.00
GRANULAR BACKFILL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3441 COUNTIES : CEDAR KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-121-4(110)
RD-121-4(1007)
S-12-5(1010)
====================================================================================================================================
|(1) 0574 |(2) 0875 |(3) 0086
|CONSTRUCTORS, INC. |BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 393,004.53| $ 383,631.50| $ 381,991.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6A BRIDGE AT STA. 181+18.89
ONE 49'-4" SPAN ROLLED BEAM STEEL GIRDER BR WIDEN & REDECK
| | |
0082 0030.60 LUMP| 20500.00000 20500.00| 20000.00000 20000.00| 20000.00000 20000.00
MOBILIZATION | | |
0083 1010.01 475.000 CY | 5.15000 2446.25| 5.00000 2375.00| 5.00000 2375.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0084 1043.50 82.000 SY | 3.07000 251.74| 3.00000 246.00| 3.00000 246.00
RIPRAP FILTER FABRIC | | |
0085 3050.15 176.300 CY | 205.00000 36141.50| 200.00000 35260.00| 200.00000 35260.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0086 3051.10 19090.000 LB | 0.51000 9735.90| 0.50000 9545.00| 0.50000 9545.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0087 6000.10 50.000 LS | 12300.00000 12300.00| 12000.00000 12000.00| 12000.00000 12000.00
ABUTMENT NO.1 EXCAVATION | | |
0088 6000.11 50.000 LS | 12300.00000 12300.00| 12000.00000 12000.00| 12000.00000 12000.00
ABUTMENT NO.2 EXCAVATION | | |
0089 6005.78 2.000 EACH| 1230.00000 2460.00| 1200.00000 2400.00| 1200.00000 2400.00
EXPANSION BEARING, TFE TYPE | | |
0090 6005.83 2.000 EACH| 1230.00000 2460.00| 1200.00000 2400.00| 1200.00000 2400.00
FIXED BEARING | | |
0091 6010.22 34.000 CY | 460.79000 15666.86| 450.00000 15300.00| 450.00000 15300.00
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0092 6010.26 73.300 CY | 400.00000 29320.00| 390.00000 28587.00| 390.00000 28587.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0093 6030.00 1.000 EACH| 25600.00000 25600.00| 25000.00000 25000.00| 25000.00000 25000.00
PREPARATION OF BRIDGE AT STA. 181+18.89 | | |
0094 6081.00 9350.000 LB | 1.33000 12435.50| 1.30000 12155.00| 1.30000 12155.00
STRUCTURAL STEEL FOR SUPERSTRUCTURE | | |
0095 6104.00 78.000 TON | 15.36000 1198.08| 15.00000 1170.00| 15.00000 1170.00
BROKEN CONCRETE RIPRAP | | |
0096 6105.01 24.000 TON | 31.00000 744.00| 30.00000 720.00| 30.00000 720.00
ROCK RIPRAP, TYPE A | | |
0097 6105.02 315.000 TON | 31.00000 9765.00| 30.00000 9450.00| 30.00000 9450.00
ROCK RIPRAP, TYPE B | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3441 COUNTIES : CEDAR KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-121-4(110)
RD-121-4(1007)
S-12-5(1010)
====================================================================================================================================
|(1) 0574 |(2) 0875 |(3) 0086
|CONSTRUCTORS, INC. |BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0098 6131.50 15350.000 LB | 0.72000 11052.00| 0.70000 10745.00| 0.70000 10745.00
EPOXY COATED REINFORCING STEEL | | |
0099 6139.50 47.000 SY | 41.00000 1927.00| 40.00000 1880.00| 40.00000 1880.00
SUBSURFACE DRAINAGE MATTING | | |
0100 6210.12 700.000 LF | 19.50000 13650.00| 19.00000 13300.00| 19.00000 13300.00
HP 10"X42# STEEL PILING | | |
0101 6951.12 684.000 EACH| 3.07000 2099.88| 3.00000 2052.00| 3.00000 2052.00
SHEAR CONNECTORS | | |
0102 8091.00 90.000 CY | 26.62000 2395.80| 26.00000 2340.00| 26.00000 2340.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 224,449.51| $ 218,925.00| $ 218,925.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 7 GUARDRAIL
| | |
0103 0030.70 LUMP| 93.00000 93.00| 91.66000 91.66| 90.75000 90.75
MOBILIZATION | | |
0104 7011.20 143.750 LF | 11.25000 1617.19| 11.11000 1597.06| 11.00000 1581.25
W-BEAM GUARDRAIL | | |
0105 7015.00 7088.000 LF | 6.14000 43520.32| 6.06000 42953.28| 6.00000 42528.00
CABLE GUARDRAIL | | |
0106 7020.00 8.000 EACH| 1125.00000 9000.00| 1111.00000 8888.00| 1100.00000 8800.00
BRIDGE APPROACH SECTIONS | | |
0107 7023.00 26.000 EACH| 1025.00000 26650.00| 1010.00000 26260.00| 1000.00000 26000.00
TERMINAL ANCHORAGE SECTIONS | | |
0108 7024.27 8.000 EACH| 1550.00000 12400.00| 1515.00000 12120.00| 1500.00000 12000.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 93,280.51| $ 91,910.00| $ 91,000.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 8B ELECTRICAL
| | |
0109 A001.12 1.000 EACH| 308.00000 308.00| 350.00000 350.00| 420.00000 420.00
PULL BOX, TYPE PB-5 | | |
0110 A009.58 3.000 EACH| 1800.00000 5400.00| 2000.00000 6000.00| 2115.00000 6345.00
STREET LIGHTING UNIT, TYPE | | |
SL-BT-45-12-0.40 | | |
0111 A020.10 1.000 EACH| 1025.00000 1025.00| 1223.00000 1223.00| 1455.00000 1455.00
LIGHTING CONTROL CENTER, TYPE D | | |
0112 A070.08 105.000 LF | 15.36000 1612.80| 15.00000 1575.00| 15.80000 1659.00
1 1/2-INCH CONDUIT, JACKED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3441 COUNTIES : CEDAR KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-121-4(110)
RD-121-4(1007)
S-12-5(1010)
====================================================================================================================================
|(1) 0574 |(2) 0875 |(3) 0086
|CONSTRUCTORS, INC. |BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0113 A070.10 369.000 LF | 2.05000 756.45| 3.00000 1107.00| 3.65000 1346.85
1 1/2-INCH CONDUIT IN TRENCH | | |
0114 A080.22 474.000 LF | 0.51000 241.74| 0.65000 308.10| 1.05000 497.70
STREET LIGHTING CABLE, NO. 6 BARE | | |
0115 A080.24 948.000 LF | 1.05000 995.40| 0.75000 711.00| 1.15000 1090.20
STREET LIGHTING CABLE, NO. 6 USE | | |
0116 A600.00 3.000 EACH| 512.00000 1536.00| 65.00000 195.00| 200.00000 600.00
REMOVE LIGHTING UNIT | | |
0117 0030.81 LUMP| 75000.00000 75000.00| 2162.00000 2162.00| 40000.00000 40000.00
MOBILIZATION | | |
SECTION TOTALS | $ 86,875.39| $ 13,631.10| $ 53,413.75
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 9 BITUMINOUS
| | |
0118 0002.55 2657.130 STA | 7.95000 21124.18| 7.83000 20805.33| 7.75000 20592.76
OVERLAY BROKEN LINES | | |
0119 0002.60 5314.260 STA | 7.95000 42248.37| 7.83000 41610.66| 7.75000 41185.52
OVERLAY SOLID LINES | | |
0120 0030.90 LUMP| 43125.00000 43125.00| 61105.00000 61105.00| 39000.00000 39000.00
MOBILIZATION | | |
0121 1020.03 116.000 EACH| 14.85000 1722.60| 14.65000 1699.40| 14.50000 1682.00
DELINEATOR, TYPE III | | |
0122 1020.20 68.000 EACH| 20.50000 1394.00| 20.20000 1373.60| 20.00000 1360.00
INSTALL CHEVRONS | | |
0123 2001.00 1022.000 CY | 15.36000 15697.92| 15.15000 15483.30| 15.00000 15330.00
GRAVEL SURFACE COURSE | | |
0124 2009.10 28.584 STA | 62.50000 1786.50| 61.61000 1761.06| 61.00000 1743.62
GRAVEL EMBEDMENT | | |
0125 2020.00 1226.000 SY | 5.65000 6926.90| 5.25000 6436.50| 6.00000 7356.00
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0126 2021.00 15.000 EACH| 51.20000 768.00| 50.50000 757.50| 50.00000 750.00
MAILBOX POST | | |
0127 3075.32 2211.000 SY | 45.50000 100600.50| 36.36000 80391.96| 36.00000 79596.00
8" CONCRETE PAVEMENT, CLASS 47B-3500 | | |
0128 8022.00 439.000 TON | 109.50000 48070.50| 107.00000 46973.00| 107.00000 46973.00
HYDRATED LIME | | |
0129 8110.50 501.756 STA | 492.00000 246863.95| 480.00000 240842.88| 480.00000 240842.88
HYDRATED LIME SLURRY STABILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3441 COUNTIES : CEDAR KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-121-4(110)
RD-121-4(1007)
S-12-5(1010)
====================================================================================================================================
|(1) 0574 |(2) 0875 |(3) 0086
|CONSTRUCTORS, INC. |BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 9000.75 500.000 TON | 15.15000 7575.00| 17.90000 8950.00| 16.10000 8050.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP2(0.375) | | |
0131 9000.75 1500.000 TON | 15.43000 23145.00| 17.87000 26805.00| 15.92000 23880.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP2(0.5) | | |
0132 9005.00 100.000 TON | 36.47000 3647.00| 61.89000 6189.00| 40.00000 4000.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP2(0.375) | | |
0133 9005.00 100.000 TON | 36.84000 3684.00| 61.89000 6189.00| 40.00000 4000.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP2(0.5) | | |
0134 9005.01 500.000 TON | 39.11000 19555.00| 61.89000 30945.00| 40.00000 20000.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP2(0.5) | | |
0135 9005.30 30160.000 TON | 16.19000 488290.40| 17.87000 538959.20| 20.26000 611041.60
ASPHALTIC CONCRETE, TYPE SP2(0.5) | | |
0136 9005.31 28250.000 TON | 15.53000 438722.50| 17.90000 505675.00| 20.48000 578560.00
ASPHALTIC CONCRETE, TYPE SP2(0.375) | | |
0137 9009.00 5994.000 SY | 3.45000 20679.30| 2.00000 11988.00| 0.90000 5394.60
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0138 9020.91 115.500 TON | 160.00000 18480.00| 158.25000 18277.88| 155.91000 18007.61
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0139 9021.01 3617.190 TON | 160.00000 578750.40| 158.25000 572420.32| 155.91000 563956.09
PERFORMANCE GRADED BINDER (64-22) | | |
0140 9034.00 414.000 SY | 1.61000 666.54| 2.40000 993.60| 4.00000 1656.00
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0141 9052.15 107340.000 GAL | 0.83000 89092.20| 0.81000 86945.40| 0.81000 86945.40
EMULSIFIED ASPHALT FOR HYDRATED LIME | | |
SLURRY STABILIZATION | | |
0142 9053.00 67174.000 GAL | 0.64000 42991.36| 0.70000 47021.80| 0.85000 57097.90
TACK COAT | | |
0143 9111.00 556.000 MGAL| 9.22000 5126.32| 19.09000 10614.04| 9.00000 5004.00
WATER | | |
0144 9170.00 2180.698 STA | 51.20000 111651.74| 50.50000 110125.25| 50.00000 109034.90
EARTH SHOULDER CONSTRUCTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3441 COUNTIES : CEDAR KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-121-4(110)
RD-121-4(1007)
S-12-5(1010)
====================================================================================================================================
|(1) 0574 |(2) 0875 |(3) 0086
|CONSTRUCTORS, INC. |BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0145 9173.15 731.396 STA | 16.65000 12177.74| 16.25000 11885.19| 16.25000 11885.19
TRENCHED WIDENING | | |
0146 9173.20 3595.000 SY | 5.12000 18406.40| 6.77000 24338.15| 1.14000 4098.30
SUBGRADE PREPARATION | | |
0147 9179.23 785.736 STA | 103.66000 81449.39| 110.03000 86454.53| 95.24000 74833.50
COLD MILLING, CLASS 3 | | |
0148 9179.43 44.240 STA | 170.00000 7520.80| 139.46000 6169.71| 135.16000 5979.48
COLD MILLING, CLASS 3 "A" | | |
0149 9188.50 4622.000 SY | 14.33000 66233.26| 15.39000 71132.58| 31.82000 147072.04
SURFACING UNDER GUARDRAIL | | |
0150 9300.50 9.503 LS | 10451.00000 10451.00| 3500.00000 3500.00| 3500.00000 3500.00
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 2,578,623.77| $ 2,704,818.84| $ 2,840,408.39
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 10 GENERAL ITEMS
| | |
0151 0001.08 4134.000 BDAY| 0.50000 2067.00| 0.50000 2067.00| 0.50000 2067.00
BARRICADE, TYPE II | | |
0152 0001.10 3306.000 BDAY| 2.05000 6777.30| 2.02000 6678.12| 2.00000 6612.00
BARRICADE, TYPE III | | |
0153 0001.30 1028.000 LDAY| 1.02000 1048.56| 1.01000 1038.28| 1.00000 1028.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0154 0001.75 1160.000 EACH| 4.10000 4756.00| 4.04000 4686.40| 4.00000 4640.00
TEMPORARY SIGN DAY | | |
0155 0001.90 22588.000 EACH| 0.56000 12649.28| 0.56000 12649.28| 0.80000 18070.40
SIGN DAY | | |
0156 0002.30 1200.000 LF | 2.18000 2616.00| 0.66000 792.00| 0.65000 780.00
PAVEMENT MARKING REMOVAL | | |
0157 0002.38 4000.000 LF | 0.31000 1240.00| 0.31000 1240.00| 0.30000 1200.00
TEMPORARY PAVEMENT MARKING, TYPE I | | |
0158 0002.39 1200.000 LF | 3.36000 4032.00| 1.01000 1212.00| 1.00000 1200.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0159 0003.10 116.000 DAY | 178.01000 20649.16| 205.00000 23780.00| 205.00000 23780.00
FLAGGING | | |
0160 0003.20 30.000 DAY | 230.00000 6900.00| 305.00000 9150.00| 305.00000 9150.00
FURNISHING AND OPERATING PILOT VEHICLE | | |
0161 0003.50 1690.000 LF | 27.05000 45714.50| 63.79000 107805.10| 43.40000 73346.00
CONCRETE PROTECTION BARRIER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3441 COUNTIES : CEDAR KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-121-4(110)
RD-121-4(1007)
S-12-5(1010)
====================================================================================================================================
|(1) 0574 |(2) 0875 |(3) 0086
|CONSTRUCTORS, INC. |BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0162 0003.56 2810.000 LF | 0.81000 2276.10| 10.00000 28100.00| 6.00000 16860.00
RELOCATE CONCRETE PROTECTION BARRIER | | |
0163 0003.75 3.000 EACH| 10250.00000 30750.00| 21840.00000 65520.00| 11525.00000 34575.00
TEMPORARY TRAFFIC SIGNAL | | |
0164 0010.04 1.000 EACH| 2817.00000 2817.00| 2500.00000 2500.00| 3500.00000 3500.00
FIELD OFFICE | | |
0165 0030.00 LUMP| 3481.00000 3481.00| 28434.00000 28434.00| 40000.00000 40000.00
MOBILIZATION | | |
0166 9110.01 110.000 HOUR| 53.08000 5838.80| 65.00000 7150.00| 45.00000 4950.00
RENTAL OF LOADER, FULLY OPERATED | | |
0167 9110.02 90.000 HOUR| 68.02000 6121.80| 65.00000 5850.00| 80.00000 7200.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0168 9110.03 110.000 HOUR| 46.35000 5098.50| 55.00000 6050.00| 45.00000 4950.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0169 9110.07 110.000 HOUR| 34.39000 3782.90| 50.00000 5500.00| 45.00000 4950.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 168,615.90| $ 320,202.18| $ 258,858.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,203,934.99| $ 4,387,445.31| $ 4,509,038.87
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3441 COUNTIES : CEDAR KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-121-4(110)
RD-121-4(1007)
S-12-5(1010)
====================================================================================================================================
|(4) 1661 |(5) 2879 |
|U.S. ASPHALT CO. |SPENCER QUARRIES, INCORPORAT|
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 2.000 ACRE| 511.65000 1023.30| 324.24000 648.48|
TEMPORARY SEEDING | | |
0002 L020.00 13822.000 SY | 1.53000 21147.66| 1.89000 26123.58|
EROSION CONTROL | | |
0003 L020.09 400.000 SY | 12.79000 5116.00| 12.97000 5188.00|
EROSION CONTROL, TYPE AAA | | |
0004 L022.11 2158.000 LF | 2.15000 4639.70| 3.78000 8157.24|
FABRIC SILT FENCE-LOW POROSITY | | |
0005 L022.75 36.000 LF | 17.40000 626.40| 7.83000 281.88|
TEMPORARY SILT CHECK | | |
0006 0030.10 LUMP| 30447.29000 30447.29| 11996.95000 11996.95|
MOBILIZATION | | |
0007 1009.00 LUMP| 31589.64000 31589.64| 10375.74000 10375.74|
GENERAL CLEARING AND GRUBBING | | |
0008 1010.01 25020.000 CY | 4.56000 114091.20| 3.24000 81064.80|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0009 1011.00 308.000 MGAL| 5.20000 1601.60| 9.73000 2996.84|
WATER | | |
0010 1030.00 51275.000 CY | 5.47000 280474.25| 4.11000 210740.25|
EARTHWORK MEASURED IN EMBANKMENT | | |
0011 1101.00 552.000 SY | 4.29000 2368.08| 2.70000 1490.40|
REMOVE PAVEMENT | | |
0012 1106.00 134.000 SY | 3.93000 526.62| 5.40000 723.60|
REMOVE DRIVEWAY | | |
0013 1116.00 13.000 EACH| 18.69000 242.97| 6.48000 84.24|
REMOVE GUARD POST | | |
0014 1300.24 44.000 LF | 14.49000 637.56| 17.40000 765.60|
24" DRIVEWAY CULVERT PIPE | | |
0015 4035.25 2.000 EACH| 208.55000 417.10| 216.16000 432.32|
REMOVE AND SALVAGE FLARED-END SECTION | | |
0016 4300.36 396.000 LF | 26.16000 10359.36| 32.42000 12838.32|
36" CULVERT PIPE | | |
0017 4350.48 54.000 LF | 39.81000 2149.74| 41.07000 2217.78|
48" CORRUGATED METAL PIPE | | |
0018 4362.48 2.000 EACH| 391.51000 783.02| 216.16000 432.32|
INSTALL 48" METAL FLARED-END SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 15
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3441 COUNTIES : CEDAR KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-121-4(110)
RD-121-4(1007)
S-12-5(1010)
====================================================================================================================================
|(4) 1661 |(5) 2879 |
|U.S. ASPHALT CO. |SPENCER QUARRIES, INCORPORAT|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 4764.35 3056.000 LF | 12.73000 38902.88| 10.81000 33035.36|
4" PERFORATED PIPE UNDERDRAIN | | |
0020 7017.00 7117.000 LF | 1.35000 9607.95| 2.16000 15372.72|
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 556,752.32| $ 424,966.42|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0021 0030.40 LUMP| 12279.61000 12279.61| 7565.65000 7565.65|
MOBILIZATION | | |
0022 1043.50 258.000 SY | 2.05000 528.90| 2.16000 557.28|
RIPRAP FILTER FABRIC | | |
0023 4004.50 8075.000 LB | 1.43000 11547.25| 1.51000 12193.25|
CAST IRON GRATE AND FRAME | | |
0024 4035.25 3.000 EACH| 153.50000 460.50| 162.12000 486.36|
REMOVE AND SALVAGE FLARED-END SECTION | | |
0025 4040.00 2.000 EACH| 153.50000 307.00| 162.12000 324.24|
REMOVE HEADWALLS FROM CULVERTS | | |
0026 4044.00 1.000 EACH| 5116.50000 5116.50| 5404.03000 5404.03|
PREPARATION OF STRUCTURE AT STA. 20+70.7| | |
0027 4044.01 1.000 EACH| 1534.95000 1534.95| 1621.21000 1621.21|
PREPARATION OF STRUCTURE AT STA. 56+55.2| | |
0028 4044.02 1.000 EACH| 2455.92000 2455.92| 2593.94000 2593.94|
PREPARATION OF STRUCTURE AT STA. | | |
193+36.6 | | |
0029 4044.03 1.000 EACH| 1534.95000 1534.95| 1621.21000 1621.21|
PREPARATION OF STRUCTURE AT STA. | | |
237+22.8 | | |
0030 4044.04 1.000 EACH| 4093.20000 4093.20| 4323.23000 4323.23|
PREPARATION OF STRUCTURE AT STA. | | |
372+92.2 | | |
0031 4050.01 89.000 CY | 10.23000 910.47| 10.81000 962.09|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0032 4051.01 292.000 CY | 16.37000 4780.04| 17.29000 5048.68|
EXCAVATION FOR BOX CULVERTS | | |
0033 4100.06 1.800 CY | 527.00000 948.60| 880.86000 1585.55|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
HEADWALL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 16
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3441 COUNTIES : CEDAR KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-121-4(110)
RD-121-4(1007)
S-12-5(1010)
====================================================================================================================================
|(4) 1661 |(5) 2879 |
|U.S. ASPHALT CO. |SPENCER QUARRIES, INCORPORAT|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0034 4101.06 184.080 CY | 282.43000 51989.71| 297.22000 54712.26|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
BOX CULVERT | | |
0035 4105.59 18.440 CY | 455.37000 8397.02| 482.04000 8888.82|
CLASS 47B-3000 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0036 4107.07 1.830 CY | 527.00000 964.41| 556.62000 1018.61|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0037 4150.00 263.000 LB | 1.53000 402.39| 1.62000 426.06|
REINFORCING STEEL FOR HEADWALL | | |
0038 4151.00 16398.000 LB | 0.61000 10002.78| 0.54000 8854.92|
REINFORCING STEEL FOR BOX CULVERT | | |
0039 4155.50 1050.000 LB | 1.02000 1071.00| 1.08000 1134.00|
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0040 4157.00 139.000 LB | 1.53000 212.67| 1.62000 225.18|
REINFORCING STEEL FOR COLLARS | | |
0041 4350.18 41.000 LF | 17.70000 725.70| 18.70000 766.70|
18" CORRUGATED METAL PIPE | | |
0042 4350.24 14.000 LF | 22.21000 310.94| 23.45000 328.30|
24" CORRUGATED METAL PIPE | | |
0043 4350.60 8.000 LF | 81.35000 650.80| 85.92000 687.36|
60" CORRUGATED METAL PIPE | | |
0044 4360.18 6.000 EACH| 196.17000 1177.02| 207.19000 1243.14|
18" METAL FLARED-END SECTION | | |
0045 4360.24 2.000 EACH| 235.87000 471.74| 249.13000 498.26|
24" METAL FLARED-END SECTION | | |
0046 4362.30 1.000 EACH| 94.86000 94.86| 100.20000 100.20|
INSTALL 30" METAL FLARED-END SECTION | | |
0047 4362.60 1.000 EACH| 284.58000 284.58| 297.33000 297.33|
INSTALL 60" METAL FLARED-END SECTION | | |
0048 4384.18 2267.000 LF | 17.09000 38743.03| 18.05000 40919.35|
18" CORRUGATED METAL SEWER PIPE | | |
0049 4450.24 10.000 LF | 42.16000 421.60| 44.53000 445.30|
24" REINFORCED CONCRETE PIPE | | |
0050 4450.36 8.000 LF | 80.12000 640.96| 84.63000 677.04|
36" REINFORCED CONCRETE PIPE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 17
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3441 COUNTIES : CEDAR KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-121-4(110)
RD-121-4(1007)
S-12-5(1010)
====================================================================================================================================
|(4) 1661 |(5) 2879 |
|U.S. ASPHALT CO. |SPENCER QUARRIES, INCORPORAT|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0051 4460.24 1.000 EACH| 577.96000 577.96| 610.44000 610.44|
24" CONCRETE FLARED-END SECTION | | |
0052 4460.36 1.000 EACH| 870.11000 870.11| 919.01000 919.01|
36" CONCRETE FLARED-END SECTION | | |
0053 4680.18 1300.000 LF | 61.91000 80483.00| 65.39000 85007.00|
18" CORRUGATED METAL SLOTTED PIPE | | |
0054 6105.01 14.000 TON | 39.70000 555.80| 41.94000 587.16|
ROCK RIPRAP, TYPE A | | |
0055 6105.02 112.000 TON | 39.70000 4446.40| 41.94000 4697.28|
ROCK RIPRAP, TYPE B | | |
SECTION TOTALS | $ 249,992.37| $ 257,330.44|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 5 SEEDING
| | |
0056 L001.01 2.000 ACRE| 434.90000 869.80| 621.47000 1242.94|
SEEDING, TYPE A | | |
0057 L001.02 42.500 ACRE| 332.57000 14134.23| 502.57000 21359.23|
SEEDING, TYPE B | | |
0058 L032.75 99.500 TON | 56.28000 5599.86| 86.46000 8602.77|
MULCH | | |
0059 0030.50 LUMP| 716.31000 716.31| 1621.21000 1621.21|
MOBILIZATION | | |
SECTION TOTALS | $ 21,320.20| $ 32,826.15|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 166+89.90
ONE 103'-0 3/4" SPAN PRESTRESS CONC GIRDER BR WIDEN & REHAB
| | |
0060 0030.60 LUMP| 4400.19000 4400.19| 37828.23000 37828.23|
MOBILIZATION | | |
0061 1010.01 1370.000 CY | 5.12000 7014.40| 5.40000 7398.00|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0062 1043.50 120.000 SY | 3.07000 368.40| 3.24000 388.80|
RIPRAP FILTER FABRIC | | |
0063 3050.15 177.400 CY | 228.20000 40482.68| 216.16000 38346.78|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0064 3051.10 19490.000 LB | 0.75000 14617.50| 0.54000 10524.60|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 18
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3441 COUNTIES : CEDAR KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-121-4(110)
RD-121-4(1007)
S-12-5(1010)
====================================================================================================================================
|(4) 1661 |(5) 2879 |
|U.S. ASPHALT CO. |SPENCER QUARRIES, INCORPORAT|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0065 6000.10 50.000 LS | 9209.71000 9209.71| 9727.26000 9727.26|
ABUTMENT NO.1 EXCAVATION | | |
0066 6000.11 50.000 LS | 9209.71000 9209.71| 9727.26000 9727.26|
ABUTMENT NO.2 EXCAVATION | | |
0067 6005.35 98.000 LF | 71.63000 7019.74| 75.66000 7414.68|
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0068 6005.78 5.000 EACH| 1023.30000 5116.50| 1080.81000 5404.05|
EXPANSION BEARING, TFE TYPE | | |
0069 6005.83 5.000 EACH| 1023.30000 5116.50| 1080.81000 5404.05|
FIXED BEARING | | |
0070 6010.22 110.000 CY | 317.22000 34894.20| 335.05000 36855.50|
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0071 6010.26 171.400 CY | 266.06000 45602.68| 281.01000 48165.11|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0072 6011.11 93.000 LS | 94143.65000 94143.65| 99434.19000 99434.19|
PRECAST/PRESTRESSED CONCRETE | | |
SUPERSTRUCTURE AT STA. 166+89.90 | | |
0073 6030.00 1.000 EACH| 34792.22000 34792.22| 36747.42000 36747.42|
PREPARATION OF BRIDGE AT STA. 166+89.90 | | |
0074 6095.00 4.000 EACH| 1227.96000 4911.84| 1296.97000 5187.88|
STEEL DIAPHRAGM | | |
0075 6104.00 94.000 TON | 15.35000 1442.90| 16.21000 1523.74|
BROKEN CONCRETE RIPRAP | | |
0076 6105.01 23.000 TON | 30.70000 706.10| 32.42000 745.66|
ROCK RIPRAP, TYPE A | | |
0077 6105.02 415.000 TON | 30.70000 12740.50| 32.42000 13454.30|
ROCK RIPRAP, TYPE B | | |
0078 6131.50 32605.000 LB | 0.51000 16628.55| 0.54000 17606.70|
EPOXY COATED REINFORCING STEEL | | |
0079 6139.50 85.000 SY | 40.93000 3479.05| 43.23000 3674.55|
SUBSURFACE DRAINAGE MATTING | | |
0080 6210.12 820.000 LF | 18.42000 15104.40| 19.45000 15949.00|
HP 10"X42# STEEL PILING | | |
0081 8091.00 110.000 CY | 26.61000 2927.10| 28.10000 3091.00|
GRANULAR BACKFILL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 19
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3441 COUNTIES : CEDAR KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-121-4(110)
RD-121-4(1007)
S-12-5(1010)
====================================================================================================================================
|(4) 1661 |(5) 2879 |
|U.S. ASPHALT CO. |SPENCER QUARRIES, INCORPORAT|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 369,928.52| $ 414,598.76|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6A BRIDGE AT STA. 181+18.89
ONE 49'-4" SPAN ROLLED BEAM STEEL GIRDER BR WIDEN & REDECK
| | |
0082 0030.60 LUMP| 56281.53000 56281.53| 21616.13000 21616.13|
MOBILIZATION | | |
0083 1010.01 475.000 CY | 5.12000 2432.00| 5.40000 2565.00|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0084 1043.50 82.000 SY | 3.07000 251.74| 3.24000 265.68|
RIPRAP FILTER FABRIC | | |
0085 3050.15 176.300 CY | 228.20000 40231.66| 216.16000 38109.01|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0086 3051.10 19090.000 LB | 0.75000 14317.50| 0.54000 10308.60|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0087 6000.10 50.000 LS | 12279.61000 12279.61| 12969.68000 12969.68|
ABUTMENT NO.1 EXCAVATION | | |
0088 6000.11 50.000 LS | 12279.61000 12279.61| 12969.68000 12969.68|
ABUTMENT NO.2 EXCAVATION | | |
0089 6005.78 2.000 EACH| 1227.96000 2455.92| 1296.97000 2593.94|
EXPANSION BEARING, TFE TYPE | | |
0090 6005.83 2.000 EACH| 1227.96000 2455.92| 1296.97000 2593.94|
FIXED BEARING | | |
0091 6010.22 34.000 CY | 460.49000 15656.66| 486.36000 16536.24|
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0092 6010.26 73.300 CY | 399.09000 29253.30| 421.51000 30896.68|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0093 6030.00 1.000 EACH| 25582.51000 25582.51| 27020.16000 27020.16|
PREPARATION OF BRIDGE AT STA. 181+18.89 | | |
0094 6081.00 9350.000 LB | 1.33000 12435.50| 1.41000 13183.50|
STRUCTURAL STEEL FOR SUPERSTRUCTURE | | |
0095 6104.00 78.000 TON | 15.35000 1197.30| 16.21000 1264.38|
BROKEN CONCRETE RIPRAP | | |
0096 6105.01 24.000 TON | 30.70000 736.80| 32.42000 778.08|
ROCK RIPRAP, TYPE A | | |
0097 6105.02 315.000 TON | 30.70000 9670.50| 32.42000 10212.30|
ROCK RIPRAP, TYPE B | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 20
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3441 COUNTIES : CEDAR KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-121-4(110)
RD-121-4(1007)
S-12-5(1010)
====================================================================================================================================
|(4) 1661 |(5) 2879 |
|U.S. ASPHALT CO. |SPENCER QUARRIES, INCORPORAT|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0098 6131.50 15350.000 LB | 0.72000 11052.00| 0.76000 11666.00|
EPOXY COATED REINFORCING STEEL | | |
0099 6139.50 47.000 SY | 40.93000 1923.71| 43.23000 2031.81|
SUBSURFACE DRAINAGE MATTING | | |
0100 6210.12 700.000 LF | 19.44000 13608.00| 20.54000 14378.00|
HP 10"X42# STEEL PILING | | |
0101 6951.12 684.000 EACH| 3.07000 2099.88| 3.24000 2216.16|
SHEAR CONNECTORS | | |
0102 8091.00 90.000 CY | 26.61000 2394.90| 28.10000 2529.00|
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 268,596.55| $ 236,703.97|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 7 GUARDRAIL
| | |
0103 0030.70 LUMP| 92.86000 92.86| 2334.54000 2334.54|
MOBILIZATION | | |
0104 7011.20 143.750 LF | 11.26000 1618.63| 11.79000 1694.81|
W-BEAM GUARDRAIL | | |
0105 7015.00 7088.000 LF | 6.14000 43520.32| 6.30000 44654.40|
CABLE GUARDRAIL | | |
0106 7020.00 8.000 EACH| 1125.63000 9005.04| 1063.51000 8508.08|
BRIDGE APPROACH SECTIONS | | |
0107 7023.00 26.000 EACH| 1023.30000 26605.80| 1357.49000 35294.74|
TERMINAL ANCHORAGE SECTIONS | | |
0108 7024.27 8.000 EACH| 1534.95000 12279.60| 1678.49000 13427.92|
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 93,122.25| $ 105,914.49|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 8B ELECTRICAL
| | |
0109 A001.12 1.000 EACH| 306.99000 306.99| 378.28000 378.28|
PULL BOX, TYPE PB-5 | | |
0110 A009.58 3.000 EACH| 1790.78000 5372.34| 2161.61000 6484.83|
STREET LIGHTING UNIT, TYPE | | |
SL-BT-45-12-0.40 | | |
0111 A020.10 1.000 EACH| 1023.30000 1023.30| 1321.83000 1321.83|
LIGHTING CONTROL CENTER, TYPE D | | |
0112 A070.08 105.000 LF | 15.35000 1611.75| 16.21000 1702.05|
1 1/2-INCH CONDUIT, JACKED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 21
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3441 COUNTIES : CEDAR KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-121-4(110)
RD-121-4(1007)
S-12-5(1010)
====================================================================================================================================
|(4) 1661 |(5) 2879 |
|U.S. ASPHALT CO. |SPENCER QUARRIES, INCORPORAT|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0113 A070.10 369.000 LF | 2.05000 756.45| 3.24000 1195.56|
1 1/2-INCH CONDUIT IN TRENCH | | |
0114 A080.22 474.000 LF | 0.51000 241.74| 0.70000 331.80|
STREET LIGHTING CABLE, NO. 6 BARE | | |
0115 A080.24 948.000 LF | 1.02000 966.96| 0.81000 767.88|
STREET LIGHTING CABLE, NO. 6 USE | | |
0116 A600.00 3.000 EACH| 511.65000 1534.95| 70.25000 210.75|
REMOVE LIGHTING UNIT | | |
0117 0030.81 LUMP| 34536.39000 34536.39| 37697.45000 37697.45|
MOBILIZATION | | |
SECTION TOTALS | $ 46,350.87| $ 50,090.43|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 9 BITUMINOUS
| | |
0118 0002.55 2657.130 STA | 6.14000 16314.78| 6.48000 17218.20|
OVERLAY BROKEN LINES | | |
0119 0002.60 5314.260 STA | 6.14000 32629.56| 6.48000 34436.40|
OVERLAY SOLID LINES | | |
0120 0030.90 LUMP| 45555.48000 45555.48| 73184.84000 73184.84|
MOBILIZATION | | |
0121 1020.03 116.000 EACH| 8.19000 950.04| 8.65000 1003.40|
DELINEATOR, TYPE III | | |
0122 1020.20 68.000 EACH| 25.58000 1739.44| 27.02000 1837.36|
INSTALL CHEVRONS | | |
0123 2001.00 1022.000 CY | 8.02000 8196.44| 16.21000 16566.62|
GRAVEL SURFACE COURSE | | |
0124 2009.10 28.584 STA | 127.91000 3656.18| 65.92000 1884.26|
GRAVEL EMBEDMENT | | |
0125 2020.00 1226.000 SY | 4.09000 5014.34| 6.60000 8091.60|
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0126 2021.00 15.000 EACH| 51.17000 767.55| 54.04000 810.60|
MAILBOX POST | | |
0127 3075.32 2211.000 SY | 37.45000 82801.95| 39.56000 87467.16|
8" CONCRETE PAVEMENT, CLASS 47B-3500 | | |
0128 8022.00 439.000 TON | 109.49000 48066.11| 115.65000 50770.35|
HYDRATED LIME | | |
0129 8110.50 501.756 STA | 491.18000 246452.51| 518.78000 260300.98|
HYDRATED LIME SLURRY STABILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 22
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3441 COUNTIES : CEDAR KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-121-4(110)
RD-121-4(1007)
S-12-5(1010)
====================================================================================================================================
|(4) 1661 |(5) 2879 |
|U.S. ASPHALT CO. |SPENCER QUARRIES, INCORPORAT|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0130 9000.75 500.000 TON | 18.52000 9260.00| 17.53000 8765.00|
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP2(0.375) | | |
0131 9000.75 1500.000 TON | 15.21000 22815.00| 17.53000 26295.00|
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP2(0.5) | | |
0132 9005.00 100.000 TON | 40.01000 4001.00| 29.28000 2928.00|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP2(0.375) | | |
0133 9005.00 100.000 TON | 38.59000 3859.00| 29.17000 2917.00|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP2(0.5) | | |
0134 9005.01 500.000 TON | 38.59000 19295.00| 29.28000 14640.00|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP2(0.5) | | |
0135 9005.30 30160.000 TON | 18.77000 566103.20| 19.21000 579373.60|
ASPHALTIC CONCRETE, TYPE SP2(0.5) | | |
0136 9005.31 28250.000 TON | 20.08000 567260.00| 19.35000 546637.50|
ASPHALTIC CONCRETE, TYPE SP2(0.375) | | |
0137 9009.00 5994.000 SY | 2.00000 11988.00| 2.29000 13726.26|
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0138 9020.91 115.500 TON | 159.54000 18426.87| 161.17000 18615.14|
PERFORMANCE GRADED BINDER (64-22) FOR | | |
STATE MAINTENANCE PATCHING | | |
0139 9021.01 3617.190 TON | 159.54000 577086.49| 161.17000 582982.51|
PERFORMANCE GRADED BINDER (64-22) | | |
0140 9034.00 414.000 SY | 0.42000 173.88| 2.70000 1117.80|
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0141 9052.15 107340.000 GAL | 0.83000 89092.20| 0.88000 94459.20|
EMULSIFIED ASPHALT FOR HYDRATED LIME | | |
SLURRY STABILIZATION | | |
0142 9053.00 67174.000 GAL | 0.75000 50380.50| 0.95000 63815.30|
TACK COAT | | |
0143 9111.00 556.000 MGAL| 5.28000 2935.68| 9.73000 5409.88|
WATER | | |
0144 9170.00 2180.698 STA | 56.30000 122773.30| 54.04000 117844.92|
EARTH SHOULDER CONSTRUCTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 23
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3441 COUNTIES : CEDAR KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-121-4(110)
RD-121-4(1007)
S-12-5(1010)
====================================================================================================================================
|(4) 1661 |(5) 2879 |
|U.S. ASPHALT CO. |SPENCER QUARRIES, INCORPORAT|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0145 9173.15 731.396 STA | 16.63000 12163.12| 17.56000 12843.31|
TRENCHED WIDENING | | |
0146 9173.20 3595.000 SY | 4.09000 14703.55| 4.32000 15530.40|
SUBGRADE PREPARATION | | |
0147 9179.23 785.736 STA | 91.07000 71556.98| 117.59000 92394.70|
COLD MILLING, CLASS 3 | | |
0148 9179.43 44.240 STA | 133.03000 5885.25| 138.79000 6140.07|
COLD MILLING, CLASS 3 "A" | | |
0149 9188.50 4622.000 SY | 11.26000 52043.72| 19.59000 90544.98|
SURFACING UNDER GUARDRAIL | | |
0150 9300.50 9.503 LS | 3069.90000 3069.90| 7311.66000 7311.66|
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 2,717,017.02| $ 2,857,864.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 10 GENERAL ITEMS
| | |
0151 0001.08 4134.000 BDAY| 0.50000 2067.00| 0.50000 2067.00|
BARRICADE, TYPE II | | |
0152 0001.10 3306.000 BDAY| 1.69000 5587.14| 1.78000 5884.68|
BARRICADE, TYPE III | | |
0153 0001.30 1028.000 LDAY| 1.89000 1942.92| 2.00000 2056.00|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0154 0001.75 1160.000 EACH| 5.12000 5939.20| 5.40000 6264.00|
TEMPORARY SIGN DAY | | |
0155 0001.90 22588.000 EACH| 0.24000 5421.12| 0.25000 5647.00|
SIGN DAY | | |
0156 0002.30 1200.000 LF | 0.51000 612.00| 0.54000 648.00|
PAVEMENT MARKING REMOVAL | | |
0157 0002.38 4000.000 LF | 0.51000 2040.00| 0.54000 2160.00|
TEMPORARY PAVEMENT MARKING, TYPE I | | |
0158 0002.39 1200.000 LF | 1.02000 1224.00| 1.08000 1296.00|
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0159 0003.10 116.000 DAY | 178.29000 20681.64| 215.78000 25030.48|
FLAGGING | | |
0160 0003.20 30.000 DAY | 235.54000 7066.20| 333.41000 10002.30|
FURNISHING AND OPERATING PILOT VEHICLE | | |
0161 0003.50 1690.000 LF | 53.21000 89924.90| 67.01000 113246.90|
CONCRETE PROTECTION BARRIER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/08/02
PAGE : 24
TABULATION OF BIDS
CALL ORDER : F17 CONTRACT ID : 3441 COUNTIES : CEDAR KNOX
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-121-4(110)
RD-121-4(1007)
S-12-5(1010)
====================================================================================================================================
|(4) 1661 |(5) 2879 |
|U.S. ASPHALT CO. |SPENCER QUARRIES, INCORPORAT|
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0162 0003.56 2810.000 LF | 4.09000 11492.90| 8.65000 24306.50|
RELOCATE CONCRETE PROTECTION BARRIER | | |
0163 0003.75 3.000 EACH| 6651.45000 19954.35| 21443.20000 64329.60|
TEMPORARY TRAFFIC SIGNAL | | |
0164 0010.04 1.000 EACH| 1432.62000 1432.62| 5429.03000 5429.03|
FIELD OFFICE | | |
0165 0030.00 LUMP| 16550.55000 16550.55| 5379.03000 5379.03|
MOBILIZATION | | |
0166 9110.01 110.000 HOUR| 49.49000 5443.90| 63.32000 6965.20|
RENTAL OF LOADER, FULLY OPERATED | | |
0167 9110.02 90.000 HOUR| 44.07000 3966.30| 85.04000 7653.60|
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0168 9110.03 110.000 HOUR| 35.92000 3951.20| 63.67000 7003.70|
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0169 9110.07 110.000 HOUR| 34.07000 3747.70| 50.93000 5602.30|
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 209,045.64| $ 300,971.32|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 4,532,125.74| $ 4,681,265.98|
====================================================================================================================================