|
Contract Letting February 22, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 2
VENDOR RANKING
CALL ORDER : N24 CONTRACT ID : 6940 COUNTIES : CUSTER VALLEY
LETTING DATE : 02/22/01 DISTRICT : 6
PROJECT(S) : S-70-3(1006)
CONTRACT DESCRIPTION :
ON N-70 EAST OF WESTERVILLE
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 2252 PAULSEN, INC. $ 2,600,114.07 100.0000%
2 0477 WESTERN ENGINEERING COMPANY, INC. $ 2,677,481.85 102.9755%
3 0083 WERNER CONSTRUCTION, INC. $ 2,750,707.02 105.7917%
4 0875 BROWER CONSTRUCTION CO. $ 2,843,649.94 109.3663%
5 0086 HENNINGSEN CONST., INC. $ 2,877,660.40 110.6743%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : N24 CONTRACT ID : 6940 COUNTIES : CUSTER VALLEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : S-70-3(1006)
====================================================================================================================================
|(1) 2252 |(2) 0477 |(3) 0083
|PAULSEN, INC. |WESTERN ENGINEERING COMPANY,|WERNER CONSTRUCTION, 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 1940.000 m2 | 1.70000 3298.00| 1.70000 3298.00| 1.67000 3239.80
EROSION CONTROL | | |
0002 L020.01 5328.000 m2 | 6.25000 33300.00| 6.40000 34099.20| 6.30000 33566.40
EROSION CONTROL, TYPE A | | |
0003 L022.11 168.000 m | 8.00000 1344.00| 9.20000 1545.60| 9.10000 1528.80
FABRIC SILT FENCE-LOW POROSITY | | |
0004 0030.10 LUMP| 23500.00000 23500.00| 2550.00000 2550.00| 2500.00000 2500.00
MOBILIZATION | | |
0005 1009.00 LUMP| 8900.00000 8900.00| 5100.00000 5100.00| 5000.00000 5000.00
GENERAL CLEARING AND GRUBBING | | |
0006 1011.00 3366.000 kL | 2.80000 9424.80| 2.70000 9088.20| 2.67000 8987.22
WATER | | |
0007 1012.00 185.000 EACH| 55.00000 10175.00| 50.00000 9250.00| 50.00000 9250.00
RIGHT-OF-WAY MARKERS | | |
0008 1021.10 40.000 EACH| 4.00000 160.00| 8.50000 340.00| 8.00000 320.00
REMOVE DELINEATOR UNITS | | |
0009 1030.00 44875.000 m3 | 3.98000 178602.50| 3.20000 143600.00| 3.09000 138663.75
EARTHWORK MEASURED IN EMBANKMENT | | |
0010 1101.00 436.000 m2 | 3.00000 1308.00| 8.25000 3597.00| 8.00000 3488.00
REMOVE PAVEMENT | | |
0011 1106.00 163.000 m2 | 3.00000 489.00| 2.60000 423.80| 2.50000 407.50
REMOVE DRIVEWAY | | |
0012 1701.24 13.500 m | 56.00000 756.00| 55.00000 742.50| 50.00000 675.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0013 7017.00 68.900 m | 5.00000 344.50| 7.00000 482.30| 6.00000 413.40
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 271,601.80| $ 214,116.60| $ 208,039.87
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0014 P300.24 8.900 m | 84.00000 747.60| 86.00000 765.40| 84.00000 747.60
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0015 P300.30 9.700 m | 124.00000 1202.80| 130.00000 1261.00| 124.00000 1202.80
750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0016 P300.48 3.100 m | 253.00000 784.30| 260.00000 806.00| 253.00000 784.30
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0017 0030.40 LUMP| 10000.00000 10000.00| 8200.00000 8200.00| 9500.00000 9500.00
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : N24 CONTRACT ID : 6940 COUNTIES : CUSTER VALLEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : S-70-3(1006)
====================================================================================================================================
|(1) 2252 |(2) 0477 |(3) 0083
|PAULSEN, INC. |WESTERN ENGINEERING COMPANY,|WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 4035.00 9.000 EACH| 100.00000 900.00| 110.00000 990.00| 100.00000 900.00
REMOVE FLARED-END SECTION | | |
0019 4044.00 1.000 EACH| 1200.00000 1200.00| 1240.00000 1240.00| 1200.00000 1200.00
PREPARATION OF STRUCTURE AT STA. 28+30 | | |
0020 4044.01 1.000 EACH| 1200.00000 1200.00| 1240.00000 1240.00| 1200.00000 1200.00
PREPARATION OF STRUCTURE AT STA. 89+79.7| | |
0021 4044.02 1.000 EACH| 1200.00000 1200.00| 1240.00000 1240.00| 1200.00000 1200.00
PREPARATION OF STRUCTURE AT STA. 92+35.4| | |
0022 4044.03 1.000 EACH| 1200.00000 1200.00| 1240.00000 1240.00| 1200.00000 1200.00
PREPARATION OF STRUCTURE AT STA. 96+34.9| | |
0023 4044.04 1.000 EACH| 1200.00000 1200.00| 1240.00000 1240.00| 1200.00000 1200.00
PREPARATION OF STRUCTURE AT STA. 107+54 | | |
0024 4044.05 1.000 EACH| 1200.00000 1200.00| 1240.00000 1240.00| 1200.00000 1200.00
PREPARATION OF STRUCTURE AT STA. | | |
112+56.5 | | |
0025 4044.06 1.000 EACH| 1200.00000 1200.00| 1240.00000 1240.00| 1200.00000 1200.00
PREPARATION OF STRUCTURE AT STA. 117+18 | | |
0026 4044.07 1.000 EACH| 1200.00000 1200.00| 1240.00000 1240.00| 1200.00000 1200.00
PREPARATION OF STRUCTURE AT STA. | | |
145+70.2 | | |
0027 4050.01 27.000 m3 | 12.00000 324.00| 12.50000 337.50| 12.00000 324.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0028 4051.01 188.000 m3 | 12.00000 2256.00| 12.50000 2350.00| 12.00000 2256.00
EXCAVATION FOR BOX CULVERTS | | |
0029 4101.06 129.960 m3 | 345.00000 44836.20| 355.00000 46135.80| 345.00000 44836.20
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0030 4151.00 7286.000 kg | 1.20000 8743.20| 1.24000 9034.64| 1.20000 8743.20
REINFORCING STEEL FOR BOX CULVERT | | |
0031 4310.24 4.000 EACH| 230.00000 920.00| 240.00000 960.00| 230.00000 920.00
600 mm FLARED-END SECTION | | |
0032 4310.30 3.000 EACH| 390.00000 1170.00| 400.00000 1200.00| 390.00000 1170.00
750 mm FLARED-END SECTION | | |
0033 4310.48 2.000 EACH| 495.00000 990.00| 500.00000 1000.00| 495.00000 990.00
1200 mm FLARED-END SECTION | | |
SECTION TOTALS | $ 82,474.10| $ 82,960.34| $ 81,974.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 5 SEEDING
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : N24 CONTRACT ID : 6940 COUNTIES : CUSTER VALLEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : S-70-3(1006)
====================================================================================================================================
|(1) 2252 |(2) 0477 |(3) 0083
|PAULSEN, INC. |WESTERN ENGINEERING COMPANY,|WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0034 L001.01 3.100 ha | 1325.00000 4107.50| 1320.00000 4092.00| 1300.00000 4030.00
SEEDING, TYPE A | | |
0035 L001.02 36.100 ha | 959.00000 34619.90| 1040.00000 37544.00| 1015.00000 36641.50
SEEDING, TYPE B | | |
0036 L032.75 196.000 Mg | 65.00000 12740.00| 56.00000 10976.00| 55.00000 10780.00
MULCH | | |
0037 0030.50 LUMP| 2500.00000 2500.00| 800.00000 800.00| 750.00000 750.00
MOBILIZATION | | |
SECTION TOTALS | $ 53,967.40| $ 53,412.00| $ 52,201.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 13+14.44
1-13.868 M & 2-10.135 M SPANS CONT CONC SLAB - WIDEN & OVLY
| | |
0038 0030.60 LUMP| 31000.00000 31000.00| 31000.00000 31000.00| 30000.00000 30000.00
MOBILIZATION | | |
0039 1043.50 115.000 m2 | 35.00000 4025.00| 36.00000 4140.00| 35.00000 4025.00
RIPRAP FILTER FABRIC | | |
0040 3050.15 115.800 m3 | 250.00000 28950.00| 255.00000 29529.00| 250.00000 28950.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0041 3051.10 7965.000 kg | 2.25000 17921.25| 2.30000 18319.50| 2.25000 17921.25
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0042 6000.10 20.000 LS | 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00
ABUTMENT NO.1 EXCAVATION | | |
0043 6000.11 20.000 LS | 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00
ABUTMENT NO.2 EXCAVATION | | |
0044 6007.01 296.400 m2 | 25.00000 7410.00| 26.00000 7706.40| 25.00000 7410.00
CLASS I REPAIR | | |
0045 6007.02 59.300 m2 | 150.00000 8895.00| 155.00000 9191.50| 150.00000 8895.00
CLASS II REPAIR | | |
0046 6007.03 5.000 m2 | 250.00000 1250.00| 260.00000 1300.00| 250.00000 1250.00
CLASS III REPAIR | | |
0047 6008.40 375.300 m2 | 35.00000 13135.50| 36.00000 13510.80| 35.00000 13135.50
PLACING, FINISHING, AND CURING CONCRETE | | |
OVERLAY-SF | | |
0048 6010.22 30.100 m3 | 825.00000 24832.50| 840.00000 25284.00| 825.00000 24832.50
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0049 6010.26 55.100 m3 | 825.00000 45457.50| 840.00000 46284.00| 825.00000 45457.50
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : N24 CONTRACT ID : 6940 COUNTIES : CUSTER VALLEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : S-70-3(1006)
====================================================================================================================================
|(1) 2252 |(2) 0477 |(3) 0083
|PAULSEN, INC. |WESTERN ENGINEERING COMPANY,|WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 6016.02 18.800 m3 | 850.00000 15980.00| 860.00000 16168.00| 850.00000 15980.00
CONCRETE FOR OVERLAYS-SF | | |
0051 6030.00 1.000 EACH| 40000.00000 40000.00| 42000.00000 42000.00| 40000.00000 40000.00
PREPARATION OF BRIDGE AT STA. 13+14.44 | | |
0052 6104.00 52.000 Mg | 90.00000 4680.00| 92.00000 4784.00| 90.00000 4680.00
BROKEN CONCRETE RIPRAP | | |
0053 6105.02 143.000 Mg | 75.00000 10725.00| 76.00000 10868.00| 75.00000 10725.00
ROCK RIPRAP, TYPE B | | |
0054 6131.50 9890.000 kg | 2.25000 22252.50| 2.30000 22747.00| 2.25000 22252.50
EPOXY COATED REINFORCING STEEL | | |
0055 6210.50 182.900 m | 185.00000 33836.50| 190.00000 34751.00| 185.00000 33836.50
PIPE PILING | | |
SECTION TOTALS | $ 316,350.75| $ 323,583.20| $ 315,350.75
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6A BRIDGE AT STA. 17+72.19
1-10.36 M & 2-7.62 M SPANS CONT CONC SLAB BR - WIDEN & OVLY
| | |
0056 0030.60 LUMP| 31000.00000 31000.00| 31000.00000 31000.00| 30000.00000 30000.00
MOBILIZATION | | |
0057 1043.50 115.000 m2 | 35.00000 4025.00| 36.00000 4140.00| 35.00000 4025.00
RIPRAP FILTER FABRIC | | |
0058 3050.15 115.800 m3 | 250.00000 28950.00| 255.00000 29529.00| 250.00000 28950.00
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0059 3051.10 7965.000 kg | 2.25000 17921.25| 2.30000 18319.50| 2.25000 17921.25
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0060 6000.10 25.000 LS | 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00
ABUTMENT NO.1 EXCAVATION | | |
0061 6000.11 25.000 LS | 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00
ABUTMENT NO.2 EXCAVATION | | |
0062 6007.01 223.600 m2 | 25.00000 5590.00| 26.00000 5813.60| 25.00000 5590.00
CLASS I REPAIR | | |
0063 6007.02 44.700 m2 | 150.00000 6705.00| 155.00000 6928.50| 150.00000 6705.00
CLASS II REPAIR | | |
0064 6007.03 5.000 m2 | 250.00000 1250.00| 260.00000 1300.00| 250.00000 1250.00
CLASS III REPAIR | | |
0065 6008.40 283.100 m2 | 35.00000 9908.50| 36.00000 10191.60| 35.00000 9908.50
PLACING, FINISHING, AND CURING CONCRETE | | |
OVERLAY-SF | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : N24 CONTRACT ID : 6940 COUNTIES : CUSTER VALLEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : S-70-3(1006)
====================================================================================================================================
|(1) 2252 |(2) 0477 |(3) 0083
|PAULSEN, INC. |WESTERN ENGINEERING COMPANY,|WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0066 6010.22 30.800 m3 | 825.00000 25410.00| 840.00000 25872.00| 825.00000 25410.00
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0067 6010.26 40.000 m3 | 825.00000 33000.00| 840.00000 33600.00| 825.00000 33000.00
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0068 6016.02 14.200 m3 | 850.00000 12070.00| 860.00000 12212.00| 850.00000 12070.00
CONCRETE FOR OVERLAYS-SF | | |
0069 6030.00 1.000 EACH| 40000.00000 40000.00| 42000.00000 42000.00| 40000.00000 40000.00
PREPARATION OF BRIDGE AT STA. 17+72.19 | | |
0070 6104.00 42.000 Mg | 90.00000 3780.00| 92.00000 3864.00| 90.00000 3780.00
BROKEN CONCRETE RIPRAP | | |
0071 6105.02 154.000 Mg | 75.00000 11550.00| 76.00000 11704.00| 75.00000 11550.00
ROCK RIPRAP, TYPE B | | |
0072 6131.50 6930.000 kg | 2.25000 15592.50| 2.30000 15939.00| 2.25000 15592.50
EPOXY COATED REINFORCING STEEL | | |
0073 6210.50 170.400 m | 185.00000 31524.00| 190.00000 32376.00| 185.00000 31524.00
PIPE PILING | | |
SECTION TOTALS | $ 284,276.25| $ 290,789.20| $ 283,276.25
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 7 GUARDRAIL
| | |
0074 0030.70 LUMP| 2500.00000 2500.00| 1300.00000 1300.00| 2000.00000 2000.00
MOBILIZATION | | |
0075 7011.20 99.000 m | 48.00000 4752.00| 46.00000 4554.00| 45.00000 4455.00
W-BEAM GUARDRAIL | | |
0076 7020.00 8.000 EACH| 1050.00000 8400.00| 1275.00000 10200.00| 1250.00000 10000.00
BRIDGE APPROACH SECTIONS | | |
0077 7021.70 8.000 EACH| 1600.00000 12800.00| 1650.00000 13200.00| 1600.00000 12800.00
GUARDRAIL END TREATMENT, SRT-350 | | |
SECTION TOTALS | $ 28,452.00| $ 29,254.00| $ 29,255.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 9 BITUMINOUS
| | |
0078 P402.15 1189.300 m | 99.10000 117859.63| 91.00000 108226.30| 90.00000 107037.00
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0079 0002.40 600.880 StaM| 19.05000 11446.76| 20.50000 12318.04| 30.00000 18026.40
TEMPORARY SOLID LINES | | |
0080 0002.45 300.440 StaM| 20.00000 6008.80| 20.50000 6159.02| 27.00000 8111.88
TEMPORARY BROKEN LINES | | |
0081 0030.90 LUMP| 45000.00000 45000.00| 35000.00000 35000.00| 109000.00000 109000.00
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : N24 CONTRACT ID : 6940 COUNTIES : CUSTER VALLEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : S-70-3(1006)
====================================================================================================================================
|(1) 2252 |(2) 0477 |(3) 0083
|PAULSEN, INC. |WESTERN ENGINEERING COMPANY,|WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0082 1020.03 18.000 EACH| 16.50000 297.00| 12.00000 216.00| 15.00000 270.00
DELINEATOR, TYPE III | | |
0083 2001.00 235.000 m3 | 19.25000 4523.75| 16.00000 3760.00| 15.00000 3525.00
GRAVEL SURFACE COURSE | | |
0084 2020.00 203.700 m2 | 3.40000 692.58| 5.00000 1018.50| 7.50000 1527.75
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0085 2021.00 12.000 EACH| 50.00000 600.00| 50.00000 600.00| 50.00000 600.00
MAILBOX POST | | |
0086 4004.50 17928.000 kg | 2.42000 43385.76| 2.30000 41234.40| 2.20000 39441.60
CAST IRON GRATE AND FRAME | | |
0087 4024.55 217.100 m | 126.65000 27495.72| 116.00000 25183.60| 115.00000 24966.50
FLUME SPILLWAY | | |
0088 4024.70 28.000 EACH| 1430.00000 40040.00| 1320.00000 36960.00| 1300.00000 36400.00
CONCRETE FLUME, TYPE I | | |
0089 4024.76 85.000 EACH| 1100.00000 93500.00| 1020.00000 86700.00| 1000.00000 85000.00
CONCRETE FLUME, TYPE VII | | |
0090 9004.91 149.012 StaM| 1056.00000 157356.67| 1000.00000 149012.00| 960.00000 143051.52
HOT IN-PLACE RECYCLING | | |
0091 9005.00 100.000 Mg | 25.25000 2525.00| 30.00000 3000.00| 32.02000 3202.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP1(12.5) | | |
0092 9005.25 26029.000 Mg | 18.89000 491687.81| 23.50000 611681.50| 22.02000 573158.58
ASPHALTIC CONCRETE, TYPE SP1(12.5) | | |
0093 9009.00 4105.000 m2 | 2.10000 8620.50| 1.50000 6157.50| 1.50000 6157.50
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0094 9020.75 38.207 Mg | 508.75000 19437.81| 470.00000 17957.29| 465.00000 17766.26
REJUVENATING AGENT | | |
0095 9021.01 1408.860 Mg | 176.00000 247959.36| 162.00000 228235.32| 161.00000 226826.46
PERFORMANCE GRADED BINDER (64-22) | | |
0096 9030.00 10608.100 m | 4.40000 46675.64| 7.00000 74256.70| 7.00000 74256.70
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0097 9034.00 60.000 m2 | 1.55000 93.00| 3.00000 180.00| 2.50000 150.00
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0098 9053.00 41032.000 L | 0.23000 9437.36| 0.30000 12309.60| 0.26000 10668.32
TACK COAT | | |
0099 9111.00 1237.000 kL | 3.60000 4453.20| 2.00000 2474.00| 2.50000 3092.50
WATER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 9
TABULATION OF BIDS
CALL ORDER : N24 CONTRACT ID : 6940 COUNTIES : CUSTER VALLEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : S-70-3(1006)
====================================================================================================================================
|(1) 2252 |(2) 0477 |(3) 0083
|PAULSEN, INC. |WESTERN ENGINEERING COMPANY,|WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 9170.00 298.024 StaM| 132.15000 39383.87| 160.00000 47683.84| 295.00000 87917.08
EARTH SHOULDER CONSTRUCTION | | |
0101 9173.20 25216.000 m2 | 1.05000 26476.80| 1.05000 26476.80| 2.25000 56736.00
SUBGRADE PREPARATION | | |
0102 9188.50 493.000 m2 | 16.85000 8307.05| 20.00000 9860.00| 25.00000 12325.00
SURFACING UNDER GUARDRAIL | | |
0103 9300.50 14.600 LS | 3500.00000 3500.00| 5000.00000 5000.00| 5000.00000 5000.00
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 1,456,764.07| $ 1,551,660.41| $ 1,654,214.05
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 10 GENERAL ITEMS
| | |
0104 0001.08 8055.000 BDAY| 0.50000 4027.50| 0.50000 4027.50| 0.50000 4027.50
BARRICADE, TYPE II | | |
0105 0001.10 1938.000 BDAY| 3.10000 6007.80| 4.00000 7752.00| 3.50000 6783.00
BARRICADE, TYPE III | | |
0106 0001.30 810.000 LDAY| 3.90000 3159.00| 4.00000 3240.00| 3.50000 2835.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0107 0001.90 30536.000 EACH| 0.40000 12214.40| 0.60000 18321.60| 0.50000 15268.00
SIGN DAY | | |
0108 0002.30 240.000 m | 2.10000 504.00| 1.50000 360.00| 1.80000 432.00
PAVEMENT MARKING REMOVAL | | |
0109 0002.44 1100.000 m | 1.25000 1375.00| 1.50000 1650.00| 2.00000 2200.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0110 0003.10 270.000 DAY | 165.00000 44550.00| 190.00000 51300.00| 175.00000 47250.00
FLAGGING | | |
0111 0003.20 36.000 DAY | 265.00000 9540.00| 280.00000 10080.00| 275.00000 9900.00
FURNISHING AND OPERATING PILOT VEHICLE | | |
0112 0003.51 300.000 m | 40.15000 12045.00| 45.00000 13500.00| 50.00000 15000.00
INSTALL CONCRETE PROTECTION BARRIER | | |
0113 0010.04 1.000 EACH| 1400.00000 1400.00| 2000.00000 2000.00| 1500.00000 1500.00
FIELD OFFICE | | |
0114 0030.10 LUMP| 3000.00000 3000.00| 10000.00000 10000.00| 10000.00000 10000.00
MOBILIZATION | | |
0115 9110.01 50.000 HOUR| 49.00000 2450.00| 55.00000 2750.00| 65.00000 3250.00
RENTAL OF LOADER, FULLY OPERATED | | |
0116 9110.02 45.000 HOUR| 49.00000 2205.00| 55.00000 2475.00| 60.00000 2700.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0117 9110.03 50.000 HOUR| 42.00000 2100.00| 45.00000 2250.00| 55.00000 2750.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 10
TABULATION OF BIDS
CALL ORDER : N24 CONTRACT ID : 6940 COUNTIES : CUSTER VALLEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : S-70-3(1006)
====================================================================================================================================
|(1) 2252 |(2) 0477 |(3) 0083
|PAULSEN, INC. |WESTERN ENGINEERING COMPANY,|WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0118 9110.07 50.000 HOUR| 33.00000 1650.00| 40.00000 2000.00| 50.00000 2500.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 106,227.70| $ 131,706.10| $ 126,395.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,600,114.07| $ 2,677,481.85| $ 2,750,707.02
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 11
TABULATION OF BIDS
CALL ORDER : N24 CONTRACT ID : 6940 COUNTIES : CUSTER VALLEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : S-70-3(1006)
====================================================================================================================================
|(4) 0875 |(5) 0086 |
|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 L020.00 1940.000 m2 | 1.67000 3239.80| 1.51000 2929.40|
EROSION CONTROL | | |
0002 L020.01 5328.000 m2 | 6.30000 33566.40| 5.98000 31861.44|
EROSION CONTROL, TYPE A | | |
0003 L022.11 168.000 m | 9.10000 1528.80| 9.40000 1579.20|
FABRIC SILT FENCE-LOW POROSITY | | |
0004 0030.10 LUMP| 2520.00000 2520.00| 2000.00000 2000.00|
MOBILIZATION | | |
0005 1009.00 LUMP| 5050.00000 5050.00| 5000.00000 5000.00|
GENERAL CLEARING AND GRUBBING | | |
0006 1011.00 3366.000 kL | 2.70000 9088.20| 2.67000 8987.22|
WATER | | |
0007 1012.00 185.000 EACH| 50.50000 9342.50| 50.00000 9250.00|
RIGHT-OF-WAY MARKERS | | |
0008 1021.10 40.000 EACH| 8.08000 323.20| 8.00000 320.00|
REMOVE DELINEATOR UNITS | | |
0009 1030.00 44875.000 m3 | 3.12000 140010.00| 3.09000 138663.75|
EARTHWORK MEASURED IN EMBANKMENT | | |
0010 1101.00 436.000 m2 | 8.08000 3522.88| 8.00000 3488.00|
REMOVE PAVEMENT | | |
0011 1106.00 163.000 m2 | 2.53000 412.39| 2.50000 407.50|
REMOVE DRIVEWAY | | |
0012 1701.24 13.500 m | 50.50000 681.75| 50.00000 675.00|
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3, | | |
4,5,6,7 OR 8 | | |
0013 7017.00 68.900 m | 6.06000 417.53| 6.00000 413.40|
REMOVE GUARDRAIL | | |
SECTION TOTALS | $ 209,703.45| $ 205,574.91|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0014 P300.24 8.900 m | 84.84000 755.08| 84.00000 747.60|
600 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0015 P300.30 9.700 m | 125.24000 1214.83| 124.00000 1202.80|
750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0016 P300.48 3.100 m | 255.53000 792.14| 253.00000 784.30|
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0017 0030.40 LUMP| 8080.00000 8080.00| 8000.00000 8000.00|
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 12
TABULATION OF BIDS
CALL ORDER : N24 CONTRACT ID : 6940 COUNTIES : CUSTER VALLEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : S-70-3(1006)
====================================================================================================================================
|(4) 0875 |(5) 0086 |
|BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 4035.00 9.000 EACH| 101.00000 909.00| 100.00000 900.00|
REMOVE FLARED-END SECTION | | |
0019 4044.00 1.000 EACH| 1212.00000 1212.00| 1200.00000 1200.00|
PREPARATION OF STRUCTURE AT STA. 28+30 | | |
0020 4044.01 1.000 EACH| 1212.00000 1212.00| 1200.00000 1200.00|
PREPARATION OF STRUCTURE AT STA. 89+79.7| | |
0021 4044.02 1.000 EACH| 1212.00000 1212.00| 1200.00000 1200.00|
PREPARATION OF STRUCTURE AT STA. 92+35.4| | |
0022 4044.03 1.000 EACH| 1212.00000 1212.00| 1200.00000 1200.00|
PREPARATION OF STRUCTURE AT STA. 96+34.9| | |
0023 4044.04 1.000 EACH| 1212.00000 1212.00| 1200.00000 1200.00|
PREPARATION OF STRUCTURE AT STA. 107+54 | | |
0024 4044.05 1.000 EACH| 1212.00000 1212.00| 1200.00000 1200.00|
PREPARATION OF STRUCTURE AT STA. | | |
112+56.5 | | |
0025 4044.06 1.000 EACH| 1212.00000 1212.00| 1200.00000 1200.00|
PREPARATION OF STRUCTURE AT STA. 117+18 | | |
0026 4044.07 1.000 EACH| 1212.00000 1212.00| 1200.00000 1200.00|
PREPARATION OF STRUCTURE AT STA. | | |
145+70.2 | | |
0027 4050.01 27.000 m3 | 12.12000 327.24| 12.00000 324.00|
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0028 4051.01 188.000 m3 | 12.12000 2278.56| 12.00000 2256.00|
EXCAVATION FOR BOX CULVERTS | | |
0029 4101.06 129.960 m3 | 348.45000 45284.56| 345.00000 44836.20|
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0030 4151.00 7286.000 kg | 1.22000 8888.92| 1.20000 8743.20|
REINFORCING STEEL FOR BOX CULVERT | | |
0031 4310.24 4.000 EACH| 232.30000 929.20| 230.00000 920.00|
600 mm FLARED-END SECTION | | |
0032 4310.30 3.000 EACH| 393.90000 1181.70| 390.00000 1170.00|
750 mm FLARED-END SECTION | | |
0033 4310.48 2.000 EACH| 499.95000 999.90| 495.00000 990.00|
1200 mm FLARED-END SECTION | | |
SECTION TOTALS | $ 81,337.13| $ 80,474.10|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 5 SEEDING
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 13
TABULATION OF BIDS
CALL ORDER : N24 CONTRACT ID : 6940 COUNTIES : CUSTER VALLEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : S-70-3(1006)
====================================================================================================================================
|(4) 0875 |(5) 0086 |
|BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0034 L001.01 3.100 ha | 1300.00000 4030.00| 1360.00000 4216.00|
SEEDING, TYPE A | | |
0035 L001.02 36.100 ha | 1015.00000 36641.50| 1110.00000 40071.00|
SEEDING, TYPE B | | |
0036 L032.75 196.000 Mg | 55.00000 10780.00| 65.00000 12740.00|
MULCH | | |
0037 0030.50 LUMP| 750.00000 750.00| 1000.00000 1000.00|
MOBILIZATION | | |
SECTION TOTALS | $ 52,201.50| $ 58,027.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 6 BRIDGE AT STA. 13+14.44
1-13.868 M & 2-10.135 M SPANS CONT CONC SLAB - WIDEN & OVLY
| | |
0038 0030.60 LUMP| 30789.00000 30789.00| 30000.00000 30000.00|
MOBILIZATION | | |
0039 1043.50 115.000 m2 | 35.00000 4025.00| 35.00000 4025.00|
RIPRAP FILTER FABRIC | | |
0040 3050.15 115.800 m3 | 250.00000 28950.00| 250.00000 28950.00|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0041 3051.10 7965.000 kg | 2.25000 17921.25| 2.25000 17921.25|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0042 6000.10 20.000 LS | 3000.00000 3000.00| 3000.00000 3000.00|
ABUTMENT NO.1 EXCAVATION | | |
0043 6000.11 20.000 LS | 3000.00000 3000.00| 3000.00000 3000.00|
ABUTMENT NO.2 EXCAVATION | | |
0044 6007.01 296.400 m2 | 25.00000 7410.00| 25.00000 7410.00|
CLASS I REPAIR | | |
0045 6007.02 59.300 m2 | 150.00000 8895.00| 150.00000 8895.00|
CLASS II REPAIR | | |
0046 6007.03 5.000 m2 | 250.00000 1250.00| 250.00000 1250.00|
CLASS III REPAIR | | |
0047 6008.40 375.300 m2 | 35.00000 13135.50| 35.00000 13135.50|
PLACING, FINISHING, AND CURING CONCRETE | | |
OVERLAY-SF | | |
0048 6010.22 30.100 m3 | 825.00000 24832.50| 825.00000 24832.50|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0049 6010.26 55.100 m3 | 825.00000 45457.50| 825.00000 45457.50|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 14
TABULATION OF BIDS
CALL ORDER : N24 CONTRACT ID : 6940 COUNTIES : CUSTER VALLEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : S-70-3(1006)
====================================================================================================================================
|(4) 0875 |(5) 0086 |
|BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0050 6016.02 18.800 m3 | 850.00000 15980.00| 850.00000 15980.00|
CONCRETE FOR OVERLAYS-SF | | |
0051 6030.00 1.000 EACH| 40000.00000 40000.00| 40000.00000 40000.00|
PREPARATION OF BRIDGE AT STA. 13+14.44 | | |
0052 6104.00 52.000 Mg | 90.00000 4680.00| 90.00000 4680.00|
BROKEN CONCRETE RIPRAP | | |
0053 6105.02 143.000 Mg | 75.00000 10725.00| 75.00000 10725.00|
ROCK RIPRAP, TYPE B | | |
0054 6131.50 9890.000 kg | 2.25000 22252.50| 2.25000 22252.50|
EPOXY COATED REINFORCING STEEL | | |
0055 6210.50 182.900 m | 185.00000 33836.50| 185.00000 33836.50|
PIPE PILING | | |
SECTION TOTALS | $ 316,139.75| $ 315,350.75|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 6A BRIDGE AT STA. 17+72.19
1-10.36 M & 2-7.62 M SPANS CONT CONC SLAB BR - WIDEN & OVLY
| | |
0056 0030.60 LUMP| 30709.00000 30709.00| 30000.00000 30000.00|
MOBILIZATION | | |
0057 1043.50 115.000 m2 | 35.00000 4025.00| 35.00000 4025.00|
RIPRAP FILTER FABRIC | | |
0058 3050.15 115.800 m3 | 250.00000 28950.00| 250.00000 28950.00|
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-30 | | |
0059 3051.10 7965.000 kg | 2.25000 17921.25| 2.25000 17921.25|
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0060 6000.10 25.000 LS | 3000.00000 3000.00| 3000.00000 3000.00|
ABUTMENT NO.1 EXCAVATION | | |
0061 6000.11 25.000 LS | 3000.00000 3000.00| 3000.00000 3000.00|
ABUTMENT NO.2 EXCAVATION | | |
0062 6007.01 223.600 m2 | 25.00000 5590.00| 25.00000 5590.00|
CLASS I REPAIR | | |
0063 6007.02 44.700 m2 | 150.00000 6705.00| 150.00000 6705.00|
CLASS II REPAIR | | |
0064 6007.03 5.000 m2 | 250.00000 1250.00| 250.00000 1250.00|
CLASS III REPAIR | | |
0065 6008.40 283.100 m2 | 35.00000 9908.50| 35.00000 9908.50|
PLACING, FINISHING, AND CURING CONCRETE | | |
OVERLAY-SF | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 15
TABULATION OF BIDS
CALL ORDER : N24 CONTRACT ID : 6940 COUNTIES : CUSTER VALLEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : S-70-3(1006)
====================================================================================================================================
|(4) 0875 |(5) 0086 |
|BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0066 6010.22 30.800 m3 | 825.00000 25410.00| 825.00000 25410.00|
CLASS 47B-20 CONCRETE FOR BRIDGE | | |
0067 6010.26 40.000 m3 | 825.00000 33000.00| 825.00000 33000.00|
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0068 6016.02 14.200 m3 | 850.00000 12070.00| 850.00000 12070.00|
CONCRETE FOR OVERLAYS-SF | | |
0069 6030.00 1.000 EACH| 40000.00000 40000.00| 40000.00000 40000.00|
PREPARATION OF BRIDGE AT STA. 17+72.19 | | |
0070 6104.00 42.000 Mg | 90.00000 3780.00| 90.00000 3780.00|
BROKEN CONCRETE RIPRAP | | |
0071 6105.02 154.000 Mg | 75.00000 11550.00| 75.00000 11550.00|
ROCK RIPRAP, TYPE B | | |
0072 6131.50 6930.000 kg | 2.25000 15592.50| 2.25000 15592.50|
EPOXY COATED REINFORCING STEEL | | |
0073 6210.50 170.400 m | 185.00000 31524.00| 185.00000 31524.00|
PIPE PILING | | |
SECTION TOTALS | $ 283,985.25| $ 283,276.25|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 7 GUARDRAIL
| | |
0074 0030.70 LUMP| 1515.00000 1515.00| 2245.00000 2245.00|
MOBILIZATION | | |
0075 7011.20 99.000 m | 48.48000 4799.52| 45.00000 4455.00|
W-BEAM GUARDRAIL | | |
0076 7020.00 8.000 EACH| 1060.50000 8484.00| 1250.00000 10000.00|
BRIDGE APPROACH SECTIONS | | |
0077 7021.70 8.000 EACH| 1616.00000 12928.00| 1600.00000 12800.00|
GUARDRAIL END TREATMENT, SRT-350 | | |
SECTION TOTALS | $ 27,726.52| $ 29,500.00|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 9 BITUMINOUS
| | |
0078 P402.15 1189.300 m | 90.90000 108107.37| 81.00000 96333.30|
375 mm CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0079 0002.40 600.880 StaM| 18.00000 10815.84| 18.00000 10815.84|
TEMPORARY SOLID LINES | | |
0080 0002.45 300.440 StaM| 18.00000 5407.92| 18.00000 5407.92|
TEMPORARY BROKEN LINES | | |
0081 0030.90 LUMP| 143348.57000 143348.57| 25012.50000 25012.50|
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 16
TABULATION OF BIDS
CALL ORDER : N24 CONTRACT ID : 6940 COUNTIES : CUSTER VALLEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : S-70-3(1006)
====================================================================================================================================
|(4) 0875 |(5) 0086 |
|BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0082 1020.03 18.000 EACH| 12.50000 225.00| 50.00000 900.00|
DELINEATOR, TYPE III | | |
0083 2001.00 235.000 m3 | 26.61000 6253.35| 17.00000 3995.00|
GRAVEL SURFACE COURSE | | |
0084 2020.00 203.700 m2 | 6.00000 1222.20| 7.00000 1425.90|
SPECIAL SURFACE COURSE FOR MAILBOX | | |
TURNOUTS | | |
0085 2021.00 12.000 EACH| 50.00000 600.00| 50.00000 600.00|
MAILBOX POST | | |
0086 4004.50 17928.000 kg | 2.23000 39979.44| 2.00000 35856.00|
CAST IRON GRATE AND FRAME | | |
0087 4024.55 217.100 m | 116.15000 25216.17| 178.00000 38643.80|
FLUME SPILLWAY | | |
0088 4024.70 28.000 EACH| 1313.00000 36764.00| 1650.00000 46200.00|
CONCRETE FLUME, TYPE I | | |
0089 4024.76 85.000 EACH| 1010.00000 85850.00| 1900.00000 161500.00|
CONCRETE FLUME, TYPE VII | | |
0090 9004.91 149.012 StaM| 959.08000 142914.43| 960.00000 143051.52|
HOT IN-PLACE RECYCLING | | |
0091 9005.00 100.000 Mg | 63.87000 6387.00| 40.00000 4000.00|
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP1(12.5) | | |
0092 9005.25 26029.000 Mg | 23.65000 615585.85| 24.27000 631723.83|
ASPHALTIC CONCRETE, TYPE SP1(12.5) | | |
0093 9009.00 4105.000 m2 | 2.53000 10385.65| 0.99000 4063.95|
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
0094 9020.75 38.207 Mg | 462.02000 17652.40| 465.00000 17766.26|
REJUVENATING AGENT | | |
0095 9021.01 1408.860 Mg | 221.55000 312132.93| 162.00000 228235.32|
PERFORMANCE GRADED BINDER (64-22) | | |
0096 9030.00 10608.100 m | 6.00000 63648.60| 14.50000 153817.45|
CONSTRUCTING ASPHALTIC CONCRETE CURB | | |
0097 9034.00 60.000 m2 | 2.50000 150.00| 5.00000 300.00|
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0098 9053.00 41032.000 L | 0.23000 9437.36| 0.25000 10258.00|
TACK COAT | | |
0099 9111.00 1237.000 kL | 2.60000 3216.20| 3.00000 3711.00|
WATER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 17
TABULATION OF BIDS
CALL ORDER : N24 CONTRACT ID : 6940 COUNTIES : CUSTER VALLEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : S-70-3(1006)
====================================================================================================================================
|(4) 0875 |(5) 0086 |
|BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0100 9170.00 298.024 StaM| 185.61000 55316.23| 222.00000 66161.33|
EARTH SHOULDER CONSTRUCTION | | |
0101 9173.20 25216.000 m2 | 0.93000 23450.88| 2.50000 63040.00|
SUBGRADE PREPARATION | | |
0102 9188.50 493.000 m2 | 14.81000 7301.33| 28.25000 13927.25|
SURFACING UNDER GUARDRAIL | | |
0103 9300.50 14.600 LS | 3500.00000 3500.00| 2000.00000 2000.00|
ASPHALT PAVEMENT SMOOTHNESS TESTING | | |
SECTION TOTALS | $ 1,734,868.72| $ 1,768,746.17|
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 10 GENERAL ITEMS
| | |
0104 0001.08 8055.000 BDAY| 0.50000 4027.50| 0.50000 4027.50|
BARRICADE, TYPE II | | |
0105 0001.10 1938.000 BDAY| 3.00000 5814.00| 3.00000 5814.00|
BARRICADE, TYPE III | | |
0106 0001.30 810.000 LDAY| 3.00000 2430.00| 3.00000 2430.00|
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0107 0001.90 30536.000 EACH| 0.17000 5191.12| 0.27000 8244.72|
SIGN DAY | | |
0108 0002.30 240.000 m | 3.00000 720.00| 3.00000 720.00|
PAVEMENT MARKING REMOVAL | | |
0109 0002.44 1100.000 m | 0.50000 550.00| 0.50000 550.00|
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0110 0003.10 270.000 DAY | 200.00000 54000.00| 200.00000 54000.00|
FLAGGING | | |
0111 0003.20 36.000 DAY | 280.00000 10080.00| 300.00000 10800.00|
FURNISHING AND OPERATING PILOT VEHICLE | | |
0112 0003.51 300.000 m | 100.00000 30000.00| 25.00000 7500.00|
INSTALL CONCRETE PROTECTION BARRIER | | |
0113 0010.04 1.000 EACH| 2500.00000 2500.00| 2500.00000 2500.00|
FIELD OFFICE | | |
0114 0030.10 LUMP| 11200.00000 11200.00| 30000.00000 30000.00|
MOBILIZATION | | |
0115 9110.01 50.000 HOUR| 65.00000 3250.00| 45.00000 2250.00|
RENTAL OF LOADER, FULLY OPERATED | | |
0116 9110.02 45.000 HOUR| 65.00000 2925.00| 75.00000 3375.00|
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0117 9110.03 50.000 HOUR| 55.00000 2750.00| 45.00000 2250.00|
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/22/01
PAGE : 18
TABULATION OF BIDS
CALL ORDER : N24 CONTRACT ID : 6940 COUNTIES : CUSTER VALLEY
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 6
PROJECT(S) : S-70-3(1006)
====================================================================================================================================
|(4) 0875 |(5) 0086 |
|BROWER CONSTRUCTION CO. |HENNINGSEN CONST., INC. |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0118 9110.07 50.000 HOUR| 45.00000 2250.00| 45.00000 2250.00|
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 137,687.62| $ 136,711.22|
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,843,649.94| $ 2,877,660.40|
====================================================================================================================================