|
Contract Letting September 20, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 2
VENDOR RANKING
CALL ORDER : N01 CONTRACT ID : 1889 COUNTIES : NEMAHA
LETTING DATE : 09/20/01 DISTRICT : 1
PROJECT(S) : S-136-7(1013)
CONTRACT DESCRIPTION : ON US-136 EAST OF AUBURN.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 1661 U.S. ASPHALT CO. $ 1,723,205.39 100.0000%
2 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 1,734,633.64 100.6631%
3 0086 HENNINGSEN CONST., INC. $ 1,810,360.27 105.0577%
4 2017 BRB CONTRACTORS, INC. $ 1,866,318.55 108.3050%
5 0880 CHRISTENSEN BROS., INC. $ 2,060,991.48 119.6021%
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : N01 CONTRACT ID : 1889 COUNTIES : NEMAHA
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 1
PROJECT(S) : S-136-7(1013)
====================================================================================================================================
|(1) 1661 |(2) 3606 |(3) 0086
|U.S. ASPHALT CO. |DOBSON BROTHERS CONSTRUCTION|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 L020.00 1198.000 SY | 2.01000 2407.98| 2.04000 2443.92| 2.00000 2396.00
EROSION CONTROL | | |
0002 L022.11 509.000 LF | 4.02000 2046.18| 3.06000 1557.54| 4.00000 2036.00
FABRIC SILT FENCE-LOW POROSITY | | |
0003 0030.10 LUMP| 4787.17000 4787.17| 3500.00000 3500.00| 4800.00000 4800.00
MOBILIZATION | | |
0004 1009.00 LUMP| 1003.75000 1003.75| 2500.00000 2500.00| 1000.00000 1000.00
GENERAL CLEARING AND GRUBBING | | |
0005 1011.00 22.000 MGAL| 10.04000 220.88| 10.20000 224.40| 10.00000 220.00
WATER | | |
0006 1030.00 4282.000 CY | 6.93000 29674.26| 5.36000 22951.52| 7.25000 31044.50
EARTHWORK MEASURED IN EMBANKMENT | | |
0007 1101.00 338.000 SY | 7.93000 2680.34| 8.67000 2930.46| 7.90000 2670.20
REMOVE PAVEMENT | | |
0008 1102.00 402.600 SY | 4.02000 1618.45| 4.59000 1847.93| 4.00000 1610.40
REMOVE ASPHALT SURFACE | | |
0009 1102.05 559.000 SY | 7.03000 3929.77| 3.25000 1816.75| 3.19000 1783.21
REMOVE ASPHALT SURFACING FROM PAVEMENT | | |
0010 7017.50 2056.750 LF | 2.51000 5162.44| 2.55000 5244.71| 2.50000 5141.88
REMOVE & SALVAGE GUARDRAIL | | |
SECTION TOTALS | $ 53,531.22| $ 45,017.23| $ 52,702.19
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0011 0030.40 LUMP| 2991.98000 2991.98| 10000.00000 10000.00| 3000.00000 3000.00
MOBILIZATION | | |
0012 1043.50 93.000 SY | 1.91000 177.63| 1.94000 180.42| 1.90000 176.70
RIPRAP FILTER FABRIC | | |
0013 1119.00 4.000 EACH| 200.75000 803.00| 204.00000 816.00| 200.00000 800.00
REMOVE INLET | | |
0014 4012.29 1.000 EACH| 1063.98000 1063.98| 1081.20000 1081.20| 1060.00000 1060.00
RECONSTRUCT CURB INLET | | |
0015 4035.25 2.000 EACH| 200.75000 401.50| 204.00000 408.00| 200.00000 400.00
REMOVE AND SALVAGE FLARED-END SECTION | | |
0016 4040.00 4.000 EACH| 130.49000 521.96| 132.60000 530.40| 130.00000 520.00
REMOVE HEADWALLS FROM CULVERTS | | |
0017 4044.00 1.000 EACH| 2198.21000 2198.21| 2233.80000 2233.80| 2190.00000 2190.00
PREPARATION OF STRUCTURE AT STA. 181+56 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : N01 CONTRACT ID : 1889 COUNTIES : NEMAHA
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 1
PROJECT(S) : S-136-7(1013)
====================================================================================================================================
|(1) 1661 |(2) 3606 |(3) 0086
|U.S. ASPHALT CO. |DOBSON BROTHERS CONSTRUCTION|HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 4044.01 1.000 EACH| 2007.50000 2007.50| 2040.00000 2040.00| 2000.00000 2000.00
PREPARATION OF STRUCTURE AT STA. 198+82 | | |
0019 4044.02 1.000 EACH| 2198.21000 2198.21| 2233.80000 2233.80| 2190.00000 2190.00
PREPARATION OF STRUCTURE AT STA. 204+57 | | |
0020 4044.03 1.000 EACH| 2800.47000 2800.47| 2845.80000 2845.80| 2790.00000 2790.00
PREPARATION OF STRUCTURE AT STA. 251+87 | | |
0021 4050.01 765.000 CY | 10.04000 7680.60| 10.20000 7803.00| 10.00000 7650.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0022 4051.01 188.000 CY | 14.05000 2641.40| 14.28000 2684.64| 14.00000 2632.00
EXCAVATION FOR BOX CULVERTS | | |
0023 4100.06 7.600 CY | 531.99000 4043.12| 540.60000 4108.56| 556.50000 4229.40
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
HEADWALL | | |
0024 4101.06 172.100 CY | 256.96000 44222.82| 261.12000 44938.75| 268.80000 46260.48
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
BOX CULVERT | | |
0025 4107.07 5.400 CY | 632.36000 3414.74| 642.60000 3470.04| 661.50000 3572.10
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0026 4130.06 0.360 CY | 632.36000 227.65| 642.60000 231.34| 661.50000 238.14
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
PIPE CULVERT PLUG | | |
0027 4150.00 994.000 LB | 0.90000 894.60| 0.92000 914.48| 0.90000 894.60
REINFORCING STEEL FOR HEADWALL | | |
0028 4151.00 20485.000 LB | 0.56000 11471.60| 0.57000 11676.45| 0.59000 12086.15
REINFORCING STEEL FOR BOX CULVERT | | |
0029 4157.00 212.000 LB | 0.50000 106.00| 0.51000 108.12| 0.50000 106.00
REINFORCING STEEL FOR COLLARS | | |
0030 4350.72 109.000 LF | 76.18000 8303.62| 100.06000 10906.54| 103.01000 11228.09
72" CORRUGATED METAL PIPE | | |
0031 4450.36 52.000 LF | 115.33000 5997.16| 77.42000 4025.84| 75.90000 3946.80
36" REINFORCED CONCRETE PIPE | | |
0032 4450.48 28.000 LF | 98.47000 2757.16| 117.20000 3281.60| 114.90000 3217.20
48" REINFORCED CONCRETE PIPE | | |
0033 4461.48 2.000 EACH| 724.71000 1449.42| 736.44000 1472.88| 722.00000 1444.00
INSTALL 48" CONCRETE FLARED-END SECTION | | |
0034 4670.05 8.000 CY | 131.69000 1053.52| 133.82000 1070.56| 131.20000 1049.60
CULVERT SANDFILL | | |
0035 6104.00 84.000 TON | 18.07000 1517.88| 18.36000 1542.24| 18.00000 1512.00
BROKEN CONCRETE RIPRAP | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : N01 CONTRACT ID : 1889 COUNTIES : NEMAHA
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 1
PROJECT(S) : S-136-7(1013)
====================================================================================================================================
|(1) 1661 |(2) 3606 |(3) 0086
|U.S. ASPHALT CO. |DOBSON BROTHERS CONSTRUCTION|HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 110,945.73| $ 120,604.46| $ 115,193.26
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CULVERT AT STA. 238+30
TRIPLE 12' X 8' REINFORCED CONCRETE BOX CULVERT
| | |
0036 0030.40 LUMP| 2991.98000 2991.98| 5000.00000 5000.00| 3000.00000 3000.00
MOBILIZATION | | |
0037 4044.04 1.000 EACH| 8030.01000 8030.01| 8160.00000 8160.00| 8000.00000 8000.00
PREPARATION OF STRUCTURE AT STA. 238+30 | | |
0038 4051.01 126.000 CY | 20.08000 2530.08| 20.40000 2570.40| 20.00000 2520.00
EXCAVATION FOR BOX CULVERTS | | |
0039 4101.06 155.990 CY | 254.95000 39769.65| 259.08000 40413.89| 266.70000 41602.53
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
BOX CULVERT | | |
0040 4151.00 18349.000 LB | 0.56000 10275.44| 0.57000 10458.93| 0.59000 10825.91
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 63,597.16| $ 66,603.22| $ 65,948.44
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 216+36
2-110'-0" & 1-133'-5" SPAN STEEL GIRD WELD PLATE-WID & RDECK
| | |
0041 0030.60 LUMP| 35523.60000 35523.60| 50000.00000 50000.00| 65000.00000 65000.00
MOBILIZATION | | |
0042 1010.01 1560.000 CY | 3.76000 5865.60| 3.57000 5569.20| 2.60000 4056.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0043 1043.50 471.900 SY | 3.10000 1462.89| 2.31000 1090.09| 1.80000 849.42
RIPRAP FILTER FABRIC | | |
0044 3050.15 205.900 CY | 202.66000 41727.69| 204.00000 42003.60| 183.75000 37834.13
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0045 3051.10 25459.000 LB | 0.52000 13238.68| 0.51000 12984.09| 0.68000 17312.12
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0046 6005.78 6.000 EACH| 1370.26000 8221.56| 1326.00000 7956.00| 800.00000 4800.00
EXPANSION BEARING, TFE TYPE | | |
0047 6005.83 2.000 EACH| 1300.28000 2600.56| 1122.00000 2244.00| 1000.00000 2000.00
FIXED BEARING | | |
0048 6010.22 188.300 CY | 353.40000 66545.22| 357.00000 67223.10| 456.75000 86006.03
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0049 6010.26 486.900 CY | 301.93000 147009.72| 306.00000 148991.40| 456.75000 222391.58
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : N01 CONTRACT ID : 1889 COUNTIES : NEMAHA
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 1
PROJECT(S) : S-136-7(1013)
====================================================================================================================================
|(1) 1661 |(2) 3606 |(3) 0086
|U.S. ASPHALT CO. |DOBSON BROTHERS CONSTRUCTION|HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 6030.00 1.000 EACH| 75673.64000 75673.64| 76500.00000 76500.00| 40000.00000 40000.00
PREPARATION OF BRIDGE AT STA. 216+36 | | |
0051 6071.11 176420.000 LS | 171029.99000 171029.99| 173400.00000 173400.00| 172000.00000 172000.00
STEEL SUPERSTRUCTURE AT STA. 216+36 | | |
0052 6080.00 1600.000 LB | 2.70000 4320.00| 2.50000 4000.00| 2.00000 3200.00
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0053 6104.00 312.000 TON | 16.31000 5088.72| 15.30000 4773.60| 14.00000 4368.00
BROKEN CONCRETE RIPRAP | | |
0054 6105.02 1105.000 TON | 25.70000 28398.50| 25.76000 28464.80| 28.00000 30940.00
ROCK RIPRAP, TYPE B | | |
0055 6131.50 105956.000 LB | 0.51000 54037.56| 0.51000 54037.56| 0.68000 72050.08
EPOXY COATED REINFORCING STEEL | | |
0056 6210.12 1120.000 LF | 23.44000 26252.80| 23.46000 26275.20| 19.00000 21280.00
HP 10"X42# STEEL PILING | | |
0057 6951.12 3222.000 EACH| 3.13000 10084.86| 3.06000 9859.32| 4.30000 13854.60
SHEAR CONNECTORS | | |
SECTION TOTALS | $ 697,081.59| $ 715,371.96| $ 797,941.96
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 7 GUARDRAIL
| | |
0058 0030.70 LUMP| 592.21000 592.21| 2500.00000 2500.00| 590.00000 590.00
MOBILIZATION | | |
0059 7011.20 100.000 LF | 14.40000 1440.00| 14.64000 1464.00| 14.35000 1435.00
W-BEAM GUARDRAIL | | |
0060 7019.50 1.000 EACH| 19347.30000 19347.30| 19660.50000 19660.50| 19275.00000 19275.00
IMPACT ATTENUATOR | | |
0061 7020.00 3.000 EACH| 1254.69000 3764.07| 1275.00000 3825.00| 1250.00000 3750.00
BRIDGE APPROACH SECTIONS | | |
0062 7024.27 3.000 EACH| 1606.00000 4818.00| 1632.00000 4896.00| 1600.00000 4800.00
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 29,961.58| $ 32,345.50| $ 29,850.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 9 BITUMINOUS
| | |
0063 L001.02 4.000 ACRE| 468.75000 1875.00| 845.58000 3382.32| 467.00000 1868.00
SEEDING, TYPE B | | |
0064 L032.75 9.000 TON | 85.32000 767.88| 71.40000 642.60| 85.00000 765.00
MULCH | | |
0065 0030.90 LUMP| 52279.88000 52279.88| 50000.00000 50000.00| 56000.00000 56000.00
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : N01 CONTRACT ID : 1889 COUNTIES : NEMAHA
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 1
PROJECT(S) : S-136-7(1013)
====================================================================================================================================
|(1) 1661 |(2) 3606 |(3) 0086
|U.S. ASPHALT CO. |DOBSON BROTHERS CONSTRUCTION|HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0066 2010.03 50.000 TON | 33.79000 1689.50| 22.44000 1122.00| 25.00000 1250.00
CRUSHED ROCK SURFACE COURSE | | |
0067 2021.00 2.000 EACH| 50.19000 100.38| 51.00000 102.00| 50.00000 100.00
MAILBOX POST | | |
0068 3040.11 10.700 SY | 101.65000 1087.66| 103.30000 1105.31| 101.27000 1083.59
CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | |
DEPTH | | |
0069 3040.12 178.500 SY | 101.17000 18058.85| 102.81000 18351.59| 100.79000 17991.02
CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | |
DEPTH | | |
0070 3040.13 137.300 SY | 99.87000 13712.15| 101.49000 13934.58| 99.50000 13661.35
CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | |
DEPTH | | |
0071 3041.25 24.000 TON | 560.39000 13449.36| 663.00000 15912.00| 450.00000 10800.00
BITUMINOUS PATCHING | | |
0072 3221.05 202.000 SY | 102.74000 20753.48| 104.41000 21090.82| 102.36000 20676.72
CONCRETE PAVEMENT, CLASS PR-3625 JOINT | | |
REPAIR | | |
0073 9000.75 100.000 TON | 14.56000 1456.00| 25.00000 2500.00| 22.00000 2200.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
0074 9005.00 100.000 TON | 63.24000 6324.00| 32.89000 3289.00| 50.00000 5000.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SPS | | |
0075 9005.23 4890.000 TON | 25.63000 125330.70| 25.00000 122250.00| 25.52000 124792.80
ASPHALTIC CONCRETE, TYPE SPS | | |
0076 9005.45 7190.000 TON | 31.32000 225190.80| 32.61000 234465.90| 32.45000 233315.50
ASPHALTIC CONCRETE, TYPE SP4(0.5) | | |
0077 9009.00 577.000 SY | 10.98000 6335.46| 4.71000 2717.67| 2.00000 1154.00
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0078 9009.88 826.000 SY | 37.27000 30785.02| 50.01000 41308.26| 30.00000 24780.00
SURFACING 10" | | |
0079 9020.92 5.400 TON | 161.80000 873.72| 175.00000 945.00| 166.00000 896.40
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0080 9021.01 388.260 TON | 161.80000 62820.47| 175.00000 67945.50| 166.00000 64451.16
PERFORMANCE GRADED BINDER (64-22) | | |
0081 9021.03 264.060 TON | 161.80000 42724.91| 175.00000 46210.50| 166.00000 43833.96
PERFORMANCE GRADED BINDER (58-28) | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : N01 CONTRACT ID : 1889 COUNTIES : NEMAHA
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 1
PROJECT(S) : S-136-7(1013)
====================================================================================================================================
|(1) 1661 |(2) 3606 |(3) 0086
|U.S. ASPHALT CO. |DOBSON BROTHERS CONSTRUCTION|HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0082 9034.00 81.000 SY | 4.61000 373.41| 7.00000 567.00| 5.00000 405.00
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0083 9053.00 10060.000 GAL | 0.79000 7947.40| 1.00000 10060.00| 0.90000 9054.00
TACK COAT | | |
0084 9111.00 55.000 MGAL| 5.02000 276.10| 8.16000 448.80| 3.00000 165.00
WATER | | |
0085 9170.00 220.433 STA | 100.38000 22127.06| 51.00000 11242.08| 65.00000 14328.15
EARTH SHOULDER CONSTRUCTION | | |
0086 9179.80 6.000 EACH| 1003.75000 6022.50| 612.00000 3672.00| 600.00000 3600.00
MILLING CONCRETE FOR INLAYS | | |
0087 9186.00 511.000 SY | 6.02000 3076.22| 2.79000 1425.69| 2.74000 1400.14
CONCRETE SURFACE MILLING | | |
0088 9188.50 195.000 SY | 21.08000 4110.60| 22.73000 4432.35| 30.00000 5850.00
SURFACING UNDER GUARDRAIL | | |
0089 9300.50 2.200 LS | 1453.16000 1453.16| 1720.96000 1720.96| 1500.00000 1500.00
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 671,001.67| $ 680,843.93| $ 660,921.79
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 10 GENERAL ITEMS
| | |
0090 0001.08 1808.000 BDAY| 0.50000 904.00| 0.50000 904.00| 0.50000 904.00
BARRICADE, TYPE II | | |
0091 0001.10 1982.000 BDAY| 1.85000 3666.70| 1.73000 3428.86| 0.18000 356.76
BARRICADE, TYPE III | | |
0092 0001.30 698.000 LDAY| 2.11000 1472.78| 1.22000 851.56| 1.20000 837.60
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0093 0001.75 460.000 EACH| 5.27000 2424.20| 5.61000 2580.60| 5.50000 2530.00
TEMPORARY SIGN DAY | | |
0094 0001.90 9506.000 EACH| 0.40000 3802.40| 0.41000 3897.46| 0.40000 3802.40
SIGN DAY | | |
0095 0002.30 1050.000 LF | 0.55000 577.50| 0.51000 535.50| 0.50000 525.00
PAVEMENT MARKING REMOVAL | | |
0096 0002.31 3000.000 LF | 1.00000 3000.00| 0.41000 1230.00| 0.40000 1200.00
TEMPORARY PAVEMENT MARKING | | |
0097 0002.55 221.820 STA | 10.04000 2227.07| 9.69000 2149.44| 9.50000 2107.29
OVERLAY BROKEN LINES | | |
0098 0002.60 443.640 STA | 10.04000 4454.15| 9.69000 4298.87| 9.50000 4214.58
OVERLAY SOLID LINES | | |
0099 0003.10 78.000 DAY | 174.88000 13640.64| 189.03000 14744.34| 205.00000 15990.00
FLAGGING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 9
TABULATION OF BIDS
CALL ORDER : N01 CONTRACT ID : 1889 COUNTIES : NEMAHA
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 1
PROJECT(S) : S-136-7(1013)
====================================================================================================================================
|(1) 1661 |(2) 3606 |(3) 0086
|U.S. ASPHALT CO. |DOBSON BROTHERS CONSTRUCTION|HENNINGSEN CONST., INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 0003.51 1080.000 LF | 15.42000 16653.60| 11.85000 12798.00| 12.00000 12960.00
INSTALL CONCRETE PROTECTION BARRIER | | |
0101 0003.70 8.000 EACH| 401.50000 3212.00| 408.00000 3264.00| 400.00000 3200.00
TEMPORARY RUMBLE STRIP | | |
0102 0003.75 1.000 EACH| 11016.17000 11016.17| 11194.50000 11194.50| 11975.00000 11975.00
TEMPORARY TRAFFIC SIGNAL | | |
0103 0010.04 1.000 EACH| 1405.25000 1405.25| 2680.96000 2680.96| 5000.00000 5000.00
FIELD OFFICE | | |
0104 0030.00 LUMP| 21802.83000 21802.83| 5000.00000 5000.00| 18000.00000 18000.00
MOBILIZATION | | |
0105 9110.01 20.000 HOUR| 115.85000 2317.00| 66.87000 1337.40| 45.00000 900.00
RENTAL OF LOADER, FULLY OPERATED | | |
0106 9110.02 15.000 HOUR| 93.65000 1404.75| 61.75000 926.25| 100.00000 1500.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0107 9110.03 20.000 HOUR| 87.40000 1748.00| 57.94000 1158.80| 45.00000 900.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0108 9110.07 20.000 HOUR| 67.87000 1357.40| 43.34000 866.80| 45.00000 900.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 97,086.44| $ 73,847.34| $ 87,802.63
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,723,205.39| $ 1,734,633.64| $ 1,810,360.27
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 10
TABULATION OF BIDS
CALL ORDER : N01 CONTRACT ID : 1889 COUNTIES : NEMAHA
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 1
PROJECT(S) : S-136-7(1013)
====================================================================================================================================
|(4) 2017 |(5) 0880 |
|BRB CONTRACTORS, INC. |CHRISTENSEN BROS., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L020.00 1198.000 SY | 2.00000 2396.00| 2.10000 2515.80|
EROSION CONTROL | | |
0002 L022.11 509.000 LF | 4.00000 2036.00| 4.20000 2137.80|
FABRIC SILT FENCE-LOW POROSITY | | |
0003 0030.10 LUMP| 4800.00000 4800.00| 5000.00000 5000.00|
MOBILIZATION | | |
0004 1009.00 LUMP| 1000.00000 1000.00| 1200.00000 1200.00|
GENERAL CLEARING AND GRUBBING | | |
0005 1011.00 22.000 MGAL| 10.00000 220.00| 10.00000 220.00|
WATER | | |
0006 1030.00 4282.000 CY | 6.90000 29545.80| 7.00000 29974.00|
EARTHWORK MEASURED IN EMBANKMENT | | |
0007 1101.00 338.000 SY | 8.94000 3021.72| 8.00000 2704.00|
REMOVE PAVEMENT | | |
0008 1102.00 402.600 SY | 4.00000 1610.40| 4.00000 1610.40|
REMOVE ASPHALT SURFACE | | |
0009 1102.05 559.000 SY | 4.00000 2236.00| 4.00000 2236.00|
REMOVE ASPHALT SURFACING FROM PAVEMENT | | |
0010 7017.50 2056.750 LF | 2.50000 5141.88| 2.60000 5347.55|
REMOVE & SALVAGE GUARDRAIL | | |
SECTION TOTALS | $ 52,007.80| $ 52,945.55|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0011 0030.40 LUMP| 3000.00000 3000.00| 10000.00000 10000.00|
MOBILIZATION | | |
0012 1043.50 93.000 SY | 1.90000 176.70| 2.00000 186.00|
RIPRAP FILTER FABRIC | | |
0013 1119.00 4.000 EACH| 200.00000 800.00| 200.00000 800.00|
REMOVE INLET | | |
0014 4012.29 1.000 EACH| 1060.00000 1060.00| 1100.00000 1100.00|
RECONSTRUCT CURB INLET | | |
0015 4035.25 2.000 EACH| 200.00000 400.00| 200.00000 400.00|
REMOVE AND SALVAGE FLARED-END SECTION | | |
0016 4040.00 4.000 EACH| 130.00000 520.00| 130.00000 520.00|
REMOVE HEADWALLS FROM CULVERTS | | |
0017 4044.00 1.000 EACH| 2190.00000 2190.00| 2200.00000 2200.00|
PREPARATION OF STRUCTURE AT STA. 181+56 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 11
TABULATION OF BIDS
CALL ORDER : N01 CONTRACT ID : 1889 COUNTIES : NEMAHA
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 1
PROJECT(S) : S-136-7(1013)
====================================================================================================================================
|(4) 2017 |(5) 0880 |
|BRB CONTRACTORS, INC. |CHRISTENSEN BROS., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 4044.01 1.000 EACH| 2000.00000 2000.00| 2000.00000 2000.00|
PREPARATION OF STRUCTURE AT STA. 198+82 | | |
0019 4044.02 1.000 EACH| 2190.00000 2190.00| 2200.00000 2200.00|
PREPARATION OF STRUCTURE AT STA. 204+57 | | |
0020 4044.03 1.000 EACH| 2790.00000 2790.00| 2800.00000 2800.00|
PREPARATION OF STRUCTURE AT STA. 251+87 | | |
0021 4050.01 765.000 CY | 10.00000 7650.00| 10.00000 7650.00|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0022 4051.01 188.000 CY | 14.00000 2632.00| 15.00000 2820.00|
EXCAVATION FOR BOX CULVERTS | | |
0023 4100.06 7.600 CY | 530.00000 4028.00| 540.00000 4104.00|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
HEADWALL | | |
0024 4101.06 172.100 CY | 256.00000 44057.60| 260.00000 44746.00|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
BOX CULVERT | | |
0025 4107.07 5.400 CY | 630.00000 3402.00| 640.00000 3456.00|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0026 4130.06 0.360 CY | 630.00000 226.80| 640.00000 230.40|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
PIPE CULVERT PLUG | | |
0027 4150.00 994.000 LB | 0.90000 894.60| 0.90000 894.60|
REINFORCING STEEL FOR HEADWALL | | |
0028 4151.00 20485.000 LB | 0.56000 11471.60| 0.60000 12291.00|
REINFORCING STEEL FOR BOX CULVERT | | |
0029 4157.00 212.000 LB | 0.50000 106.00| 0.50000 106.00|
REINFORCING STEEL FOR COLLARS | | |
0030 4350.72 109.000 LF | 98.10000 10692.90| 110.00000 11990.00|
72" CORRUGATED METAL PIPE | | |
0031 4450.36 52.000 LF | 75.90000 3946.80| 14.00000 728.00|
36" REINFORCED CONCRETE PIPE | | |
0032 4450.48 28.000 LF | 114.90000 3217.20| 14.00000 392.00|
48" REINFORCED CONCRETE PIPE | | |
0033 4461.48 2.000 EACH| 722.00000 1444.00| 70.00000 140.00|
INSTALL 48" CONCRETE FLARED-END SECTION | | |
0034 4670.05 8.000 CY | 131.20000 1049.60| 135.00000 1080.00|
CULVERT SANDFILL | | |
0035 6104.00 84.000 TON | 18.00000 1512.00| 18.00000 1512.00|
BROKEN CONCRETE RIPRAP | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 12
TABULATION OF BIDS
CALL ORDER : N01 CONTRACT ID : 1889 COUNTIES : NEMAHA
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 1
PROJECT(S) : S-136-7(1013)
====================================================================================================================================
|(4) 2017 |(5) 0880 |
|BRB CONTRACTORS, INC. |CHRISTENSEN BROS., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 111,457.80| $ 114,346.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A CULVERT AT STA. 238+30
TRIPLE 12' X 8' REINFORCED CONCRETE BOX CULVERT
| | |
0036 0030.40 LUMP| 3000.00000 3000.00| 7000.00000 7000.00|
MOBILIZATION | | |
0037 4044.04 1.000 EACH| 8000.00000 8000.00| 10000.00000 10000.00|
PREPARATION OF STRUCTURE AT STA. 238+30 | | |
0038 4051.01 126.000 CY | 20.00000 2520.00| 20.00000 2520.00|
EXCAVATION FOR BOX CULVERTS | | |
0039 4101.06 155.990 CY | 254.00000 39621.46| 260.00000 40557.40|
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
BOX CULVERT | | |
0040 4151.00 18349.000 LB | 0.56000 10275.44| 0.60000 11009.40|
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 63,416.90| $ 71,086.80|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 216+36
2-110'-0" & 1-133'-5" SPAN STEEL GIRD WELD PLATE-WID & RDECK
| | |
0041 0030.60 LUMP| 26000.00000 26000.00| 90000.00000 90000.00|
MOBILIZATION | | |
0042 1010.01 1560.000 CY | 20.00000 31200.00| 4.00000 6240.00|
EXCAVATION (ESTABLISHED QUANTITY) | | |
0043 1043.50 471.900 SY | 2.50000 1179.75| 2.00000 943.80|
RIPRAP FILTER FABRIC | | |
0044 3050.15 205.900 CY | 200.00000 41180.00| 200.00000 41180.00|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0045 3051.10 25459.000 LB | 0.79000 20112.61| 0.50000 12729.50|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0046 6005.78 6.000 EACH| 1200.00000 7200.00| 1500.00000 9000.00|
EXPANSION BEARING, TFE TYPE | | |
0047 6005.83 2.000 EACH| 1450.00000 2900.00| 1500.00000 3000.00|
FIXED BEARING | | |
0048 6010.22 188.300 CY | 600.00000 112980.00| 830.00000 156289.00|
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0049 6010.26 486.900 CY | 310.00000 150939.00| 220.00000 107118.00|
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 13
TABULATION OF BIDS
CALL ORDER : N01 CONTRACT ID : 1889 COUNTIES : NEMAHA
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 1
PROJECT(S) : S-136-7(1013)
====================================================================================================================================
|(4) 2017 |(5) 0880 |
|BRB CONTRACTORS, INC. |CHRISTENSEN BROS., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 6030.00 1.000 EACH| 30000.00000 30000.00| 105000.00000 105000.00|
PREPARATION OF BRIDGE AT STA. 216+36 | | |
0051 6071.11 176420.000 LS | 295000.00000 295000.00| 340000.00000 340000.00|
STEEL SUPERSTRUCTURE AT STA. 216+36 | | |
0052 6080.00 1600.000 LB | 1.96000 3136.00| 4.00000 6400.00|
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0053 6104.00 312.000 TON | 14.00000 4368.00| 15.00000 4680.00|
BROKEN CONCRETE RIPRAP | | |
0054 6105.02 1105.000 TON | 29.00000 32045.00| 32.00000 35360.00|
ROCK RIPRAP, TYPE B | | |
0055 6131.50 105956.000 LB | 0.85000 90062.60| 0.65000 68871.40|
EPOXY COATED REINFORCING STEEL | | |
0056 6210.12 1120.000 LF | 21.00000 23520.00| 35.00000 39200.00|
HP 10"X42# STEEL PILING | | |
0057 6951.12 3222.000 EACH| 2.25000 7249.50| 2.60000 8377.20|
SHEAR CONNECTORS | | |
SECTION TOTALS | $ 879,072.46| $ 1,034,388.90|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 7 GUARDRAIL
| | |
0058 0030.70 LUMP| 590.00000 590.00| 600.00000 600.00|
MOBILIZATION | | |
0059 7011.20 100.000 LF | 14.35000 1435.00| 13.00000 1300.00|
W-BEAM GUARDRAIL | | |
0060 7019.50 1.000 EACH| 19275.00000 19275.00| 24000.00000 24000.00|
IMPACT ATTENUATOR | | |
0061 7020.00 3.000 EACH| 1250.00000 3750.00| 1100.00000 3300.00|
BRIDGE APPROACH SECTIONS | | |
0062 7024.27 3.000 EACH| 1600.00000 4800.00| 1700.00000 5100.00|
GUARDRAIL END TREATMENT, TYPE II | | |
SECTION TOTALS | $ 29,850.00| $ 34,300.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 9 BITUMINOUS
| | |
0063 L001.02 4.000 ACRE| 467.00000 1868.00| 500.00000 2000.00|
SEEDING, TYPE B | | |
0064 L032.75 9.000 TON | 85.00000 765.00| 90.00000 810.00|
MULCH | | |
0065 0030.90 LUMP| 77600.00000 77600.00| 78000.00000 78000.00|
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 14
TABULATION OF BIDS
CALL ORDER : N01 CONTRACT ID : 1889 COUNTIES : NEMAHA
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 1
PROJECT(S) : S-136-7(1013)
====================================================================================================================================
|(4) 2017 |(5) 0880 |
|BRB CONTRACTORS, INC. |CHRISTENSEN BROS., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0066 2010.03 50.000 TON | 25.00000 1250.00| 24.00000 1200.00|
CRUSHED ROCK SURFACE COURSE | | |
0067 2021.00 2.000 EACH| 50.00000 100.00| 40.00000 80.00|
MAILBOX POST | | |
0068 3040.11 10.700 SY | 101.27000 1083.59| 105.00000 1123.50|
CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | |
DEPTH | | |
0069 3040.12 178.500 SY | 100.79000 17991.02| 105.00000 18742.50|
CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | |
DEPTH | | |
0070 3040.13 137.300 SY | 99.50000 13661.35| 105.00000 14416.50|
CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | |
DEPTH | | |
0071 3041.25 24.000 TON | 500.00000 12000.00| 520.00000 12480.00|
BITUMINOUS PATCHING | | |
0072 3221.05 202.000 SY | 102.36000 20676.72| 105.00000 21210.00|
CONCRETE PAVEMENT, CLASS PR-3625 JOINT | | |
REPAIR | | |
0073 9000.75 100.000 TON | 22.50000 2250.00| 23.00000 2300.00|
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SPS | | |
0074 9005.00 100.000 TON | 52.00000 5200.00| 54.00000 5400.00|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SPS | | |
0075 9005.23 4890.000 TON | 22.50000 110025.00| 23.00000 112470.00|
ASPHALTIC CONCRETE, TYPE SPS | | |
0076 9005.45 7190.000 TON | 28.50000 204915.00| 29.00000 208510.00|
ASPHALTIC CONCRETE, TYPE SP4(0.5) | | |
0077 9009.00 577.000 SY | 4.20000 2423.40| 4.30000 2481.10|
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0078 9009.88 826.000 SY | 38.00000 31388.00| 39.00000 32214.00|
SURFACING 10" | | |
0079 9020.92 5.400 TON | 170.00000 918.00| 170.00000 918.00|
PERFORMANCE GRADED BINDER (58-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0080 9021.01 388.260 TON | 170.00000 66004.20| 170.00000 66004.20|
PERFORMANCE GRADED BINDER (64-22) | | |
0081 9021.03 264.060 TON | 170.00000 44890.20| 170.00000 44890.20|
PERFORMANCE GRADED BINDER (58-28) | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 15
TABULATION OF BIDS
CALL ORDER : N01 CONTRACT ID : 1889 COUNTIES : NEMAHA
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 1
PROJECT(S) : S-136-7(1013)
====================================================================================================================================
|(4) 2017 |(5) 0880 |
|BRB CONTRACTORS, INC. |CHRISTENSEN BROS., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0082 9034.00 81.000 SY | 5.50000 445.50| 6.00000 486.00|
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0083 9053.00 10060.000 GAL | 0.80000 8048.00| 0.85000 8551.00|
TACK COAT | | |
0084 9111.00 55.000 MGAL| 10.50000 577.50| 11.00000 605.00|
WATER | | |
0085 9170.00 220.433 STA | 100.00000 22043.30| 110.00000 24247.63|
EARTH SHOULDER CONSTRUCTION | | |
0086 9179.80 6.000 EACH| 600.00000 3600.00| 700.00000 4200.00|
MILLING CONCRETE FOR INLAYS | | |
0087 9186.00 511.000 SY | 2.74000 1400.14| 3.00000 1533.00|
CONCRETE SURFACE MILLING | | |
0088 9188.50 195.000 SY | 15.00000 2925.00| 30.00000 5850.00|
SURFACING UNDER GUARDRAIL | | |
0089 9300.50 2.200 LS | 750.00000 750.00| 800.00000 800.00|
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 654,798.92| $ 671,522.63|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 10 GENERAL ITEMS
| | |
0090 0001.08 1808.000 BDAY| 0.50000 904.00| 0.50000 904.00|
BARRICADE, TYPE II | | |
0091 0001.10 1982.000 BDAY| 1.70000 3369.40| 1.80000 3567.60|
BARRICADE, TYPE III | | |
0092 0001.30 698.000 LDAY| 1.20000 837.60| 1.30000 907.40|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0093 0001.75 460.000 EACH| 5.50000 2530.00| 6.00000 2760.00|
TEMPORARY SIGN DAY | | |
0094 0001.90 9506.000 EACH| 0.40000 3802.40| 0.50000 4753.00|
SIGN DAY | | |
0095 0002.30 1050.000 LF | 0.50000 525.00| 0.60000 630.00|
PAVEMENT MARKING REMOVAL | | |
0096 0002.31 3000.000 LF | 0.40000 1200.00| 0.50000 1500.00|
TEMPORARY PAVEMENT MARKING | | |
0097 0002.55 221.820 STA | 9.50000 2107.29| 10.00000 2218.20|
OVERLAY BROKEN LINES | | |
0098 0002.60 443.640 STA | 9.50000 4214.58| 10.00000 4436.40|
OVERLAY SOLID LINES | | |
0099 0003.10 78.000 DAY | 210.00000 16380.00| 230.00000 17940.00|
FLAGGING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 09/21/01
PAGE : 16
TABULATION OF BIDS
CALL ORDER : N01 CONTRACT ID : 1889 COUNTIES : NEMAHA
LETTING DATE : 09/20/01 1:30 PM DISTRICT : 1
PROJECT(S) : S-136-7(1013)
====================================================================================================================================
|(4) 2017 |(5) 0880 |
|BRB CONTRACTORS, INC. |CHRISTENSEN BROS., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 0003.51 1080.000 LF | 13.68000 14774.40| 12.00000 12960.00|
INSTALL CONCRETE PROTECTION BARRIER | | |
0101 0003.70 8.000 EACH| 400.00000 3200.00| 400.00000 3200.00|
TEMPORARY RUMBLE STRIP | | |
0102 0003.75 1.000 EACH| 15000.00000 15000.00| 12000.00000 12000.00|
TEMPORARY TRAFFIC SIGNAL | | |
0103 0010.04 1.000 EACH| 3000.00000 3000.00| 4500.00000 4500.00|
FIELD OFFICE | | |
0104 0030.00 LUMP| 0.00000 0.00| 6000.00000 6000.00|
MOBILIZATION | | |
0105 9110.01 20.000 HOUR| 55.00000 1100.00| 60.00000 1200.00|
RENTAL OF LOADER, FULLY OPERATED | | |
0106 9110.02 15.000 HOUR| 70.00000 1050.00| 75.00000 1125.00|
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0107 9110.03 20.000 HOUR| 48.00000 960.00| 50.00000 1000.00|
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0108 9110.07 20.000 HOUR| 38.00000 760.00| 40.00000 800.00|
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 75,714.67| $ 82,401.60|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,866,318.55| $ 2,060,991.48|
====================================================================================================================================