|
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 2
VENDOR RANKING
CALL ORDER : 200 CONTRACT ID : 2855A COUNTIES : DODGE
LETTING DATE : 04/17/08 DISTRICT : 2
CONTRACT DESCRIPTION : PROJECT(S) : STPD-79-3(106)
N-79, NORTH OF NORTH BEND
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 1613 M. E. COLLINS CONTRACTING COMPANY, INC. $ 2,434,060.84 100.0000%
2 2762 A & R CONSTRUCTION CO. $ 2,591,519.33 106.4690%
3 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 2,784,171.12 114.3838%
4 0327 GUS CONSTRUCTION CO., INC. $ 3,249,110.79 133.4852%
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 200 -3
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : 2855A COUNTIES : DODGE
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 1 ) 1613 |( 2 ) 2762 |( 3 ) 3606
|COLLINS CONTRACTING COMPANY |A & R CONSTRUCTION CO. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 0030.10 LUMP| 28860.70000 28860.70| 19000.00000 19000.00| 40000.00000 40000.00
MOBILIZATION | | |
0002 1009.00 LUMP| 13477.40000 13477.40| 13390.00000 13390.00| 35000.00000 35000.00
GENERAL CLEARING AND GRUBBING | | |
0003 1010.01 18023.000 CY | 3.50000 63080.50| 3.52000 63440.96| 3.58000 64522.34
EXCAVATION (ESTABLISHED QUANTITY) | | |
0004 1011.00 404.000 MGAL| 11.00000 4444.00| 11.00000 4444.00| 11.00000 4444.00
WATER | | |
0005 1012.00 110.000 EACH| 70.00000 7700.00| 125.00000 13750.00| 105.00000 11550.00
RIGHT-OF-WAY MARKERS | | |
0006 1030.00 28871.000 CY | 5.20000 150129.20| 5.15000 148685.65| 5.25000 151572.75
EARTHWORK MEASURED IN EMBANKMENT | | |
0007 1043.50 330.000 SY | 2.70000 891.00| 3.00000 990.00| 2.52000 831.60
RIPRAP FILTER FABRIC | | |
0008 1101.00 1669.000 SY | 4.50000 7510.50| 9.00000 15021.00| 4.96000 8278.24
REMOVE PAVEMENT | | |
0009 1101.25 400.000 LF | 2.50000 1000.00| 2.50000 1000.00| 2.50000 1000.00
SAWING PAVEMENT | | |
0010 1107.00 631.000 SY | 4.85000 3060.35| 7.25000 4574.75| 7.35000 4637.85
REMOVE WALK | | |
0011 1108.00 686.000 LF | 3.50000 2401.00| 2.35000 1612.10| 2.42000 1660.12
REMOVE COMBINATION CURB AND GUTTER | | |
0012 1701.24 24.000 LF | 28.40000 681.60| 22.00000 528.00| 2.52000 60.48
24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | |
6,7 OR 8 | | |
0013 6105.02 278.000 TON | 36.80000 10230.40| 44.00000 12232.00| 28.81000 8009.18
ROCK RIPRAP, TYPE B | | |
0014 7017.00 1177.000 LF | 1.60000 1883.20| 1.55000 1824.35| 1.58000 1859.66
REMOVE GUARDRAIL | | |
0015 L006.00 17.000 ACRE| 182.90000 3109.30| 231.75000 3939.75| 110.25000 1874.25
COVER CROP SEEDING | | |
0016 L006.50 4.000 ACRE| 401.30000 1605.20| 2191.84000 8767.36| 3150.00000 12600.00
TEMPORARY SEEDING | | |
0017 L019.12 8671.000 SY | 1.20000 10405.20| 1.46000 12659.66| 1.21000 10491.91
EROSION CONTROL, CLASS 1C | | |
0018 L022.11 4705.000 LF | 1.90000 8939.50| 2.46000 11574.30| 2.21000 10398.05
FABRIC SILT FENCE-LOW POROSITY | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 200 -4
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : 2855A COUNTIES : DODGE
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 1 ) 1613 |( 2 ) 2762 |( 3 ) 3606
|COLLINS CONTRACTING COMPANY |A & R CONSTRUCTION CO. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 L022.12 140.000 LF | 3.30000 462.00| 3.34000 467.60| 2.57000 359.80
FABRIC SILT FENCE-HIGH POROSITY | | |
0020 L022.75 215.000 LF | 2.50000 537.50| 2.99000 642.85| 3.68000 791.20
TEMPORARY SILT CHECK | | |
0021 P300.12 124.000 LF | 17.60000 2182.40| 18.00000 2232.00| 17.73000 2198.52
12" CULVERT PIPE, TYPE 3,4, OR 5 | | |
0022 P300.36 726.000 LF | 43.10000 31290.60| 43.00000 31218.00| 42.72000 31014.72
36" CULVERT PIPE, TYPE 3,4 OR 5 | | |
0023 P300.48 172.000 LF | 68.90000 11850.80| 67.00000 11524.00| 63.69000 10954.68
48" CULVERT PIPE, TYPE 3,4 OR 5 | | |
0024 P300.60 86.000 LF | 102.70000 8832.20| 98.00000 8428.00| 89.11000 7663.46
60" CULVERT PIPE, TYPE 3,4 OR 5 | | |
0025 P375.36 236.000 LF | 44.90000 10596.40| 55.00000 12980.00| 45.06000 10634.16
36" ROUND EQUIVALENT CULVERT PIPE, TYPE | | |
3,4 OR 5 | | |
SECTION TOTALS | $ 385,160.95| $ 404,926.33| $ 432,406.97
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0026 0002.76 15000.000 LF | 0.30000 4500.00| 0.12000 1800.00| 0.11000 1650.00
PERMANENT PAVEMENT MARKING PAINT | | |
0027 0030.30 LUMP| 23000.00000 23000.00| 22560.00000 22560.00| 100000.00000 100000.00
MOBILIZATION | | |
0028 2010.03 150.000 TON | 26.60000 3990.00| 36.00000 5400.00| 27.96000 4194.00
CRUSHED ROCK SURFACE COURSE | | |
0029 2021.00 8.000 EACH| 50.00000 400.00| 55.00000 440.00| 52.50000 420.00
MAILBOX POST | | |
0030 3008.05 133.000 EACH| 6.00000 798.00| 8.00000 1064.00| 7.88000 1048.04
TIE BARS | | |
0031 3010.42 222.000 LF | 23.00000 5106.00| 27.00000 5994.00| 27.30000 6060.60
CONCRETE CURB REPAIR | | |
0032 3014.11 453.000 LF | 22.50000 10192.50| 25.00000 11325.00| 26.04000 11796.12
COMBINATION CONCRETE CLASS 47B-3500 | | |
CURB AND GUTTER 2' | | |
0033 3014.13 198.000 LF | 23.25000 4603.50| 26.50000 5247.00| 27.30000 5405.40
COMBINATION CONCRETE CLASS 47B-3500 | | |
CURB AND GUTTER 2.5' | | |
0034 3014.14 20.000 LF | 32.00000 640.00| 32.00000 640.00| 33.08000 661.60
COMBINATION CONCRETE CLASS 47B-3500 | | |
CURB AND GUTTER 5' | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 200 -5
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : 2855A COUNTIES : DODGE
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 1 ) 1613 |( 2 ) 2762 |( 3 ) 3606
|COLLINS CONTRACTING COMPANY |A & R CONSTRUCTION CO. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 3016.21 818.000 SY | 45.00000 36810.00| 48.00000 39264.00| 50.14000 41014.52
CONCRETE CLASS 47B-3000 SIDEWALKS | | |
0036 3020.23 70.000 SY | 36.00000 2520.00| 37.00000 2590.00| 38.33000 2683.10
CONCRETE CLASS 47B-3500 DRIVEWAY 8" | | |
0037 3039.11 49.300 CY | 360.00000 17748.00| 455.00000 22431.50| 472.50000 23294.25
CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | |
DEPTH | | |
0038 3039.12 263.900 CY | 310.00000 81809.00| 335.00000 88406.50| 346.50000 91441.35
CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | |
DEPTH | | |
0039 3039.13 651.000 CY | 300.00000 195300.00| 320.00000 208320.00| 330.75000 215318.25
CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | |
DEPTH | | |
0040 3039.14 21.100 CY | 960.00000 20256.00| 1100.00000 23210.00| 1102.50000 23262.75
CONCRETE PAVEMENT REPAIR, TYPE A, | | |
PARTIAL DEPTH | | |
0041 3075.32 160.000 SY | 38.00000 6080.00| 39.00000 6240.00| 38.01000 6081.60
8" CONCRETE PAVEMENT, CLASS 47B-3500 | | |
0042 3075.42 1769.000 SY | 42.50000 75182.50| 33.00000 58377.00| 39.38000 69663.22
9" CONCRETE PAVEMENT, CLASS 47B-3500 | | |
0043 3089.25 17271.000 SY | 36.10000 623483.10| 37.44000 646626.24| 41.19000 711392.49
TEMPORARY SURFACING 10" | | |
0044 3221.13 46.500 CY | 450.00000 20925.00| 350.00000 16275.00| 346.50000 16112.25
CONCRETE PAVEMENT, CLASS PR-3500 JOINT | | |
REPAIR | | |
0045 9034.00 70.000 SY | 3.50000 245.00| 4.00000 280.00| 9.98000 698.60
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0046 9111.00 10.000 MGAL| 11.00000 110.00| 15.00000 150.00| 11.55000 115.50
WATER | | |
0047 9170.00 16.795 STA | 74.80000 1256.27| 300.00000 5038.50| 105.00000 1763.48
EARTH SHOULDER CONSTRUCTION | | |
0048 9173.20 1929.000 SY | 3.25000 6269.25| 1.53000 2951.37| 3.41000 6577.89
SUBGRADE PREPARATION | | |
0049 L001.02 17.000 ACRE| 602.70000 10245.90| 705.55000 11994.35| 430.50000 7318.50
SEEDING, TYPE B | | |
0050 L010.00 798.000 SY | 4.40000 3511.20| 3.01000 2401.98| 7.35000 5865.30
SODDING | | |
0051 L032.75 38.000 TON | 218.10000 8287.80| 134.00000 5092.00| 78.75000 2992.50
MULCH | | |
SECTION TOTALS | $ 1,163,269.02| $ 1,194,118.44| $ 1,356,831.31
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 200 -6
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : 2855A COUNTIES : DODGE
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 1 ) 1613 |( 2 ) 2762 |( 3 ) 3606
|COLLINS CONTRACTING COMPANY |A & R CONSTRUCTION CO. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 0030.40 LUMP| 500.00000 500.00| 4000.00000 4000.00| 6500.00000 6500.00
MOBILIZATION | | |
0053 4035.00 5.000 EACH| 175.00000 875.00| 50.00000 250.00| 68.56000 342.80
REMOVE FLARED-END SECTION | | |
0054 4044.00 1.000 EACH| 1197.00000 1197.00| 2500.00000 2500.00| 1565.97000 1565.97
PREPARATION OF STRUCTURE AT STA. 276+52 | | |
22 | | |
0055 4045.00 1.000 EACH| 3492.00000 3492.00| 3600.00000 3600.00| 3162.86000 3162.86
REMOVE STRUCTURE AT STA. 241+55 | | |
0056 4050.01 59.000 CY | 8.00000 472.00| 10.00000 590.00| 8.23000 485.57
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0057 4051.01 407.000 CY | 7.00000 2849.00| 13.52000 5502.64| 9.60000 3907.20
EXCAVATION FOR BOX CULVERTS | | |
0058 4101.06 143.770 CY | 297.00000 42699.69| 285.65000 41067.90| 327.80000 47127.81
CLASS 47B-3000 CONCRETE FOR BOX CULVERT | | |
0059 4151.00 16533.000 LB | 0.95000 15706.35| 1.12000 18516.96| 1.07000 17690.31
REINFORCING STEEL FOR BOX CULVERT | | |
0060 4360.24 3.000 EACH| 226.00000 678.00| 150.00000 450.00| 269.25000 807.75
24" METAL FLARED-END SECTION | | |
0061 4360.48 2.000 EACH| 1330.00000 2660.00| 1200.00000 2400.00| 685.54000 1371.08
48" METAL FLARED-END SECTION | | |
0062 P300.24 48.000 LF | 28.40000 1363.20| 25.00000 1200.00| 31.00000 1488.00
24" CULVERT PIPE, TYPE 3,4 OR 5 | | |
0063 P300.48 19.000 LF | 69.00000 1311.00| 69.35000 1317.65| 63.30000 1202.70
48" CULVERT PIPE, TYPE 3,4 OR 5 | | |
SECTION TOTALS | $ 73,803.24| $ 81,395.15| $ 85,652.05
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4A CULVERT AT STA. 141+37 TRIPLE 12' X 5' REINFORCED CONCRETE BOX CULVERT
| | |
0064 0030.40 LUMP| 500.00000 500.00| 4000.00000 4000.00| 10000.00000 10000.00
MOBILIZATION | | |
0065 4045.01 1.000 EACH| 6390.00000 6390.00| 8000.00000 8000.00| 10981.09000 10981.09
REMOVE STRUCTURE AT STA. 141+44 | | |
0066 4051.01 580.000 CY | 7.00000 4060.00| 10.00000 5800.00| 10.97000 6362.60
EXCAVATION FOR BOX CULVERTS | | |
0067 4101.06 225.100 CY | 287.00000 64603.70| 285.65000 64299.82| 312.26000 70289.73
CLASS 47B-3000 CONCRETE FOR BOX CULVERT | | |
0068 4151.00 29933.000 LB | 0.95000 28436.35| 1.12000 33524.96| 1.04000 31130.32
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 103,990.05| $ 115,624.78| $ 128,763.74
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 4B CULVERT AT STA. 171+64.03 TRIPLE 12' X 8' REINFORCED CONCRETE BOX CULVERT
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 200 -7
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : 2855A COUNTIES : DODGE
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 1 ) 1613 |( 2 ) 2762 |( 3 ) 3606
|COLLINS CONTRACTING COMPANY |A & R CONSTRUCTION CO. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0069 0030.40 LUMP| 500.00000 500.00| 6000.00000 6000.00| 12000.00000 12000.00
MOBILIZATION | | |
0070 4051.01 1130.000 CY | 7.00000 7910.00| 10.00000 11300.00| 9.60000 10848.00
EXCAVATION FOR BOX CULVERTS | | |
0071 4101.06 258.000 CY | 287.00000 74046.00| 285.50000 73659.00| 293.54000 75733.32
CLASS 47B-3000 CONCRETE FOR BOX CULVERT | | |
0072 4151.00 35878.000 LB | 0.95000 34084.10| 1.12000 40183.36| 1.04000 37313.12
REINFORCING STEEL FOR BOX CULVERT | | |
0073 6040.00 1.000 EACH| 8181.00000 8181.00| 10000.00000 10000.00| 8924.44000 8924.44
REMOVE STRUCTURE AT STA. 171+41.31 | | |
SECTION TOTALS | $ 124,721.10| $ 141,142.36| $ 144,818.88
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 4C CULVERT AT STA. 197+61.37 TRIPLE 12' X 8' REINFORCED CONCRETE BOX CULVERT
| | |
0074 0030.40 LUMP| 500.00000 500.00| 12500.00000 12500.00| 12000.00000 12000.00
MOBILIZATION | | |
0075 4051.01 900.000 CY | 7.00000 6300.00| 10.00000 9000.00| 10.97000 9873.00
EXCAVATION FOR BOX CULVERTS | | |
0076 4101.06 258.000 CY | 287.00000 74046.00| 285.69000 73708.02| 293.54000 75733.32
CLASS 47B-3000 CONCRETE FOR BOX CULVERT | | |
0077 4151.00 35878.000 LB | 0.95000 34084.10| 1.12000 40183.36| 1.04000 37313.12
REINFORCING STEEL FOR BOX CULVERT | | |
0078 6040.01 1.000 EACH| 8181.00000 8181.00| 9000.00000 9000.00| 11007.21000 11007.21
REMOVE STRUCTURE AT STA. 197+61.37 | | |
SECTION TOTALS | $ 123,111.10| $ 144,391.38| $ 145,926.65
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 4D CULVERT AT STA. 303+78.01 TRIPLE 12' X 7' REINFORCED CONCRETE BOX CULVERT
| | |
0079 0030.40 LUMP| 500.00000 500.00| 9500.00000 9500.00| 12000.00000 12000.00
MOBILIZATION | | |
0080 4051.01 463.000 CY | 10.00000 4630.00| 13.00000 6019.00| 10.97000 5079.11
EXCAVATION FOR BOX CULVERTS | | |
0081 4101.06 250.540 CY | 287.00000 71904.98| 285.65000 71566.75| 294.97000 73901.78
CLASS 47B-3000 CONCRETE FOR BOX CULVERT | | |
0082 4151.00 33856.000 LB | 0.95000 32163.20| 1.12000 37918.72| 1.04000 35210.24
REINFORCING STEEL FOR BOX CULVERT | | |
0083 6040.02 1.000 EACH| 15960.00000 15960.00| 18555.00000 18555.00| 17912.44000 17912.44
REMOVE STRUCTURE AT STA. 303+78.01 | | |
SECTION TOTALS | $ 125,158.18| $ 143,559.47| $ 144,103.57
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 4E CULVERT AT STA. 330+56.44 TRIPLE 10' X 7' REINFORCED CONCRETE BOX CULVERT
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 200 -8
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : 2855A COUNTIES : DODGE
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 1 ) 1613 |( 2 ) 2762 |( 3 ) 3606
|COLLINS CONTRACTING COMPANY |A & R CONSTRUCTION CO. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0084 0030.40 LUMP| 500.00000 500.00| 9500.00000 9500.00| 12000.00000 12000.00
MOBILIZATION | | |
0085 4051.01 702.000 CY | 8.00000 5616.00| 13.00000 9126.00| 10.97000 7700.94
EXCAVATION FOR BOX CULVERTS | | |
0086 4101.06 208.850 CY | 287.00000 59939.95| 295.00000 61610.75| 315.31000 65852.49
CLASS 47B-3000 CONCRETE FOR BOX CULVERT | | |
0087 4151.00 26875.000 LB | 0.95000 25531.25| 1.12000 30100.00| 1.04000 27950.00
REINFORCING STEEL FOR BOX CULVERT | | |
0088 6040.03 1.000 EACH| 13970.00000 13970.00| 26500.00000 26500.00| 14615.68000 14615.68
REMOVE STRUCTURE AT STA. 330+37.96 | | |
SECTION TOTALS | $ 105,557.20| $ 136,836.75| $ 128,119.11
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 8B ELECTRICAL
| | |
0089 0030.81 LUMP| 3048.00000 3048.00| 3150.00000 3150.00| 4500.00000 4500.00
MOBILIZATION | | |
0090 A001.01 3.000 EACH| 609.60000 1828.80| 618.00000 1854.00| 630.00000 1890.00
PULL BOX, TYPE PB-1 | | |
0091 A001.02 1.000 EACH| 609.60000 609.60| 618.00000 618.00| 630.00000 630.00
PULL BOX, TYPE PB-1A | | |
0092 A004.00 8.000 EACH| 609.60000 4876.80| 618.00000 4944.00| 630.00000 5040.00
TRAFFIC SIGNAL, TYPE TS-1 | | |
0093 A004.10 2.000 EACH| 528.30000 1056.60| 535.60000 1071.20| 546.00000 1092.00
TRAFFIC SIGNAL, TYPE TS-1A | | |
0094 A006.15 8.000 EACH| 436.90000 3495.20| 442.90000 3543.20| 451.50000 3612.00
PEDESTRIAN SIGNAL, TYPE PS-1 | | |
0095 A006.70 4.000 EACH| 101.60000 406.40| 103.00000 412.00| 105.00000 420.00
PEDESTRIAN PUSHBUTTON, TYPE PPB | | |
0096 A006.84 2.000 EACH| 690.90000 1381.80| 700.40000 1400.80| 714.00000 1428.00
PEDESTAL POLE, TYPE PP-10 | | |
0097 A007.00 4.000 EACH| 2103.10000 8412.40| 123.60000 494.40| 126.00000 504.00
VEHICLE DETECTOR, TYPE B PREFORMED | | |
0098 A011.24 1.000 EACH| 7355.80000 7355.80| 7457.20000 7457.20| 7602.00000 7602.00
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP 30-12 | | |
0099 A016.50 2.000 EACH| 5516.90000 11033.80| 5592.90000 11185.80| 5701.50000 11403.00
MAST ARM SIGNAL POLE, TYPE MP-30 | | |
0100 A017.25 1.000 EACH| 2113.30000 2113.30| 2142.40000 2142.40| 2184.00000 2184.00
25' MAST ARM | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 200 -9
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : 2855A COUNTIES : DODGE
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 1 ) 1613 |( 2 ) 2762 |( 3 ) 3606
|COLLINS CONTRACTING COMPANY |A & R CONSTRUCTION CO. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0101 A070.14 89.000 LF | 3.00000 267.00| 3.09000 275.01| 3.15000 280.35
2-INCH CONDUIT IN TRENCH | | |
0102 A074.14 176.000 LF | 14.20000 2499.20| 14.32000 2520.32| 14.70000 2587.20
2-INCH CONDUIT, JACKED | | |
0103 A077.12 330.000 LF | 1.40000 462.00| 1.45000 478.50| 1.47000 485.10
2/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0104 A077.15 166.000 LF | 1.60000 265.60| 1.65000 273.90| 1.68000 278.88
5/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0105 A077.22 317.000 LF | 2.60000 824.20| 2.68000 849.56| 2.73000 865.41
12/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0106 A079.01 130.000 LF | 1.40000 182.00| 1.45000 188.50| 1.47000 191.10
2/C #14 AWG DETECTOR LEAD-IN CABLE | | |
0107 A079.50 306.000 LF | 1.60000 489.60| 1.65000 504.90| 1.68000 514.08
GROUNDING CONDUCTOR | | |
0108 A079.55 62.000 LF | 2.00000 124.00| 2.06000 127.72| 2.10000 130.20
SERVICE CABLE | | |
0109 A080.24 286.000 LF | 2.00000 572.00| 2.06000 589.16| 2.10000 600.60
STREET LIGHTING CABLE, NO. 6 USE | | |
0110 A500.21 1.000 EACH| 1198.90000 1198.90| 1215.40000 1215.40| 1239.00000 1239.00
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | |
TC-2070 | | |
0111 A610.18 1.000 EACH| 71.10000 71.10| 72.10000 72.10| 73.50000 73.50
REMOVE PEDESTRIAN SIGNAL HEAD | | |
0112 A611.00 1.000 EACH| 274.30000 274.30| 278.10000 278.10| 283.50000 283.50
REMOVE TRAFFIC SIGNAL CONTROLLER | | |
0113 A611.12 1.000 EACH| 45.70000 45.70| 46.35000 46.35| 47.25000 47.25
REMOVE PEDESTRIAN PUSHBUTTON | | |
0114 A630.03 1.000 EACH| 284.50000 284.50| 288.40000 288.40| 294.00000 294.00
REMOVE PEDESTAL POLE | | |
0115 A630.30 1.000 EACH| 436.90000 436.90| 442.90000 442.90| 451.50000 451.50
REMOVE MAST ARM | | |
SECTION TOTALS | $ 53,615.50| $ 46,423.82| $ 48,626.67
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 10 GENERAL ITEMS
| | |
0116 0001.08 15100.000 BDAY| 0.50000 7550.00| 0.50000 7550.00| 0.50000 7550.00
BARRICADE, TYPE II | | |
0117 0001.10 8596.000 BDAY| 1.25000 10745.00| 1.35000 11604.60| 1.31000 11260.76
BARRICADE, TYPE III | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 200 -10
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : 2855A COUNTIES : DODGE
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 1 ) 1613 |( 2 ) 2762 |( 3 ) 3606
|COLLINS CONTRACTING COMPANY |A & R CONSTRUCTION CO. |DOBSON BROTHERS CONSTRUCTION CO
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0118 0001.75 340.000 EACH| 1.00000 340.00| 1.10000 374.00| 1.05000 357.00
TEMPORARY SIGN DAY | | |
0119 0001.90 32283.000 EACH| 0.40000 12913.20| 0.75000 24212.25| 0.63000 20338.29
SIGN DAY | | |
0120 0001.99 3600.000 EACH| 1.00000 3600.00| 1.10000 3960.00| 1.05000 3780.00
CONTRACTOR FURNISHED SIGN DAY | | |
0121 0002.30 17000.000 LF | 0.25000 4250.00| 0.35000 5950.00| 0.26000 4420.00
PAVEMENT MARKING REMOVAL | | |
0122 0002.44 54000.000 LF | 0.15000 8100.00| 0.16000 8640.00| 0.16000 8640.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0123 0002.47 27000.000 LF | 0.15000 4050.00| 0.16000 4320.00| 0.16000 4320.00
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0124 0002.97 25.000 DAY | 30.00000 750.00| 15.00000 375.00| 10.50000 262.50
FLASHING ARROW PANEL | | |
0125 0003.10 140.000 DAY | 250.00000 35000.00| 300.00000 42000.00| 159.53000 22334.20
FLAGGING | | |
0126 0003.20 70.000 DAY | 354.00000 24780.00| 325.00000 22750.00| 315.00000 22050.00
FURNISHING AND OPERATING PILOT VEHICLE | | |
0127 0005.10 229.000 DAY | 75.00000 17175.00| 60.00000 13740.00| 52.50000 12022.50
TRAFFIC CONTROL MANAGEMENT | | |
0128 0010.04 1.000 EACH| 4390.00000 4390.00| 1500.00000 1500.00| 6546.92000 6546.92
FIELD OFFICE | | |
0129 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00
TRAINING | | |
0130 0030.00 LUMP| 16031.30000 16031.30| 4525.00000 4525.00| 12800.00000 12800.00
MOBILIZATION | | |
0131 9110.01 60.000 HOUR| 65.00000 3900.00| 95.00000 5700.00| 91.46000 5487.60
RENTAL OF LOADER, FULLY OPERATED | | |
0132 9110.03 60.000 HOUR| 60.00000 3600.00| 95.00000 5700.00| 77.74000 4664.40
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0133 9110.07 60.000 HOUR| 100.00000 6000.00| 65.00000 3900.00| 126.54000 7592.40
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0134 9110.27 60.000 HOUR| 115.00000 6900.00| 150.00000 9000.00| 140.26000 8415.60
RENTAL OF CRAWLER MOUNTED HYDRAULIC | | |
EXCAVATOR, FULLY OPERATED | | |
0135 L022.90 1000.000 LF | 2.30000 2300.00| 3.00000 3000.00| 3.05000 3050.00
TEMPORARY SILT FENCE | | |
0136 L022.92 500.000 LF | 5.00000 2500.00| 7.00000 3500.00| 4.46000 2230.00
TEMPORARY EARTH CHECK | | |
SECTION TOTALS | $ 175,674.50| $ 183,100.85| $ 168,922.17
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,434,060.84| $ 2,591,519.33| $ 2,784,171.12
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 200 -11
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : 2855A COUNTIES : DODGE
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 4 ) 0327 |( ) |( )
|GUS CONSTRUCTION CO., INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 0030.10 LUMP| 70000.00000 70000.00| |
MOBILIZATION | | |
0002 1009.00 LUMP| 10000.00000 10000.00| |
GENERAL CLEARING AND GRUBBING | | |
0003 1010.01 18023.000 CY | 6.25000 112643.75| |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0004 1011.00 404.000 MGAL| 11.00000 4444.00| |
WATER | | |
0005 1012.00 110.000 EACH| 90.00000 9900.00| |
RIGHT-OF-WAY MARKERS | | |
0006 1030.00 28871.000 CY | 6.25000 180443.75| |
EARTHWORK MEASURED IN EMBANKMENT | | |
0007 1043.50 330.000 SY | 3.00000 990.00| |
RIPRAP FILTER FABRIC | | |
0008 1101.00 1669.000 SY | 10.00000 16690.00| |
REMOVE PAVEMENT | | |
0009 1101.25 400.000 LF | 2.50000 1000.00| |
SAWING PAVEMENT | | |
0010 1107.00 631.000 SY | 11.00000 6941.00| |
REMOVE WALK | | |
0011 1108.00 686.000 LF | 13.00000 8918.00| |
REMOVE COMBINATION CURB AND GUTTER | | |
0012 1701.24 24.000 LF | 30.00000 720.00| |
24" DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5 | | |
6,7 OR 8 | | |
0013 6105.02 278.000 TON | 45.00000 12510.00| |
ROCK RIPRAP, TYPE B | | |
0014 7017.00 1177.000 LF | 3.00000 3531.00| |
REMOVE GUARDRAIL | | |
0015 L006.00 17.000 ACRE| 110.00000 1870.00| |
COVER CROP SEEDING | | |
0016 L006.50 4.000 ACRE| 300.00000 1200.00| |
TEMPORARY SEEDING | | |
0017 L019.12 8671.000 SY | 1.50000 13006.50| |
EROSION CONTROL, CLASS 1C | | |
0018 L022.11 4705.000 LF | 2.25000 10586.25| |
FABRIC SILT FENCE-LOW POROSITY | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 200 -12
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : 2855A COUNTIES : DODGE
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 4 ) 0327 |( ) |( )
|GUS CONSTRUCTION CO., INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0019 L022.12 140.000 LF | 3.25000 455.00| |
FABRIC SILT FENCE-HIGH POROSITY | | |
0020 L022.75 215.000 LF | 3.00000 645.00| |
TEMPORARY SILT CHECK | | |
0021 P300.12 124.000 LF | 20.00000 2480.00| |
12" CULVERT PIPE, TYPE 3,4, OR 5 | | |
0022 P300.36 726.000 LF | 50.00000 36300.00| |
36" CULVERT PIPE, TYPE 3,4 OR 5 | | |
0023 P300.48 172.000 LF | 86.00000 14792.00| |
48" CULVERT PIPE, TYPE 3,4 OR 5 | | |
0024 P300.60 86.000 LF | 130.00000 11180.00| |
60" CULVERT PIPE, TYPE 3,4 OR 5 | | |
0025 P375.36 236.000 LF | 60.00000 14160.00| |
36" ROUND EQUIVALENT CULVERT PIPE, TYPE | | |
3,4 OR 5 | | |
SECTION TOTALS | $ 545,406.25| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0026 0002.76 15000.000 LF | 0.10000 1500.00| |
PERMANENT PAVEMENT MARKING PAINT | | |
0027 0030.30 LUMP| 70000.00000 70000.00| |
MOBILIZATION | | |
0028 2010.03 150.000 TON | 35.00000 5250.00| |
CRUSHED ROCK SURFACE COURSE | | |
0029 2021.00 8.000 EACH| 65.00000 520.00| |
MAILBOX POST | | |
0030 3008.05 133.000 EACH| 8.00000 1064.00| |
TIE BARS | | |
0031 3010.42 222.000 LF | 33.00000 7326.00| |
CONCRETE CURB REPAIR | | |
0032 3014.11 453.000 LF | 36.00000 16308.00| |
COMBINATION CONCRETE CLASS 47B-3500 | | |
CURB AND GUTTER 2' | | |
0033 3014.13 198.000 LF | 39.00000 7722.00| |
COMBINATION CONCRETE CLASS 47B-3500 | | |
CURB AND GUTTER 2.5' | | |
0034 3014.14 20.000 LF | 52.00000 1040.00| |
COMBINATION CONCRETE CLASS 47B-3500 | | |
CURB AND GUTTER 5' | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 200 -13
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : 2855A COUNTIES : DODGE
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 4 ) 0327 |( ) |( )
|GUS CONSTRUCTION CO., INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0035 3016.21 818.000 SY | 60.00000 49080.00| |
CONCRETE CLASS 47B-3000 SIDEWALKS | | |
0036 3020.23 70.000 SY | 90.00000 6300.00| |
CONCRETE CLASS 47B-3500 DRIVEWAY 8" | | |
0037 3039.11 49.300 CY | 365.00000 17994.50| |
CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | |
DEPTH | | |
0038 3039.12 263.900 CY | 350.00000 92365.00| |
CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | |
DEPTH | | |
0039 3039.13 651.000 CY | 330.00000 214830.00| |
CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | |
DEPTH | | |
0040 3039.14 21.100 CY | 1600.00000 33760.00| |
CONCRETE PAVEMENT REPAIR, TYPE A, | | |
PARTIAL DEPTH | | |
0041 3075.32 160.000 SY | 80.00000 12800.00| |
8" CONCRETE PAVEMENT, CLASS 47B-3500 | | |
0042 3075.42 1769.000 SY | 65.00000 114985.00| |
9" CONCRETE PAVEMENT, CLASS 47B-3500 | | |
0043 3089.25 17271.000 SY | 50.00000 863550.00| |
TEMPORARY SURFACING 10" | | |
0044 3221.13 46.500 CY | 350.00000 16275.00| |
CONCRETE PAVEMENT, CLASS PR-3500 JOINT | | |
REPAIR | | |
0045 9034.00 70.000 SY | 35.00000 2450.00| |
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0046 9111.00 10.000 MGAL| 30.00000 300.00| |
WATER | | |
0047 9170.00 16.795 STA | 1800.00000 30231.00| |
EARTH SHOULDER CONSTRUCTION | | |
0048 9173.20 1929.000 SY | 7.00000 13503.00| |
SUBGRADE PREPARATION | | |
0049 L001.02 17.000 ACRE| 450.00000 7650.00| |
SEEDING, TYPE B | | |
0050 L010.00 798.000 SY | 5.50000 4389.00| |
SODDING | | |
0051 L032.75 38.000 TON | 90.00000 3420.00| |
MULCH | | |
SECTION TOTALS | $ 1,594,612.50| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 200 -14
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : 2855A COUNTIES : DODGE
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 4 ) 0327 |( ) |( )
|GUS CONSTRUCTION CO., INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 0030.40 LUMP| 12000.00000 12000.00| |
MOBILIZATION | | |
0053 4035.00 5.000 EACH| 75.00000 375.00| |
REMOVE FLARED-END SECTION | | |
0054 4044.00 1.000 EACH| 3500.00000 3500.00| |
PREPARATION OF STRUCTURE AT STA. 276+52 | | |
22 | | |
0055 4045.00 1.000 EACH| 4500.00000 4500.00| |
REMOVE STRUCTURE AT STA. 241+55 | | |
0056 4050.01 59.000 CY | 50.00000 2950.00| |
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS | | |
AND HEADWALLS | | |
0057 4051.01 407.000 CY | 9.00000 3663.00| |
EXCAVATION FOR BOX CULVERTS | | |
0058 4101.06 143.770 CY | 375.00000 53913.75| |
CLASS 47B-3000 CONCRETE FOR BOX CULVERT | | |
0059 4151.00 16533.000 LB | 1.02000 16863.66| |
REINFORCING STEEL FOR BOX CULVERT | | |
0060 4360.24 3.000 EACH| 160.00000 480.00| |
24" METAL FLARED-END SECTION | | |
0061 4360.48 2.000 EACH| 850.00000 1700.00| |
48" METAL FLARED-END SECTION | | |
0062 P300.24 48.000 LF | 20.00000 960.00| |
24" CULVERT PIPE, TYPE 3,4 OR 5 | | |
0063 P300.48 19.000 LF | 65.00000 1235.00| |
48" CULVERT PIPE, TYPE 3,4 OR 5 | | |
SECTION TOTALS | $ 102,140.41| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4A CULVERT AT STA. 141+37 TRIPLE 12' X 5' REINFORCED CONCRETE BOX CULVERT
| | |
0064 0030.40 LUMP| 8000.00000 8000.00| |
MOBILIZATION | | |
0065 4045.01 1.000 EACH| 8000.00000 8000.00| |
REMOVE STRUCTURE AT STA. 141+44 | | |
0066 4051.01 580.000 CY | 9.00000 5220.00| |
EXCAVATION FOR BOX CULVERTS | | |
0067 4101.06 225.100 CY | 315.00000 70906.50| |
CLASS 47B-3000 CONCRETE FOR BOX CULVERT | | |
0068 4151.00 29933.000 LB | 0.95000 28436.35| |
REINFORCING STEEL FOR BOX CULVERT | | |
SECTION TOTALS | $ 120,562.85| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 4B CULVERT AT STA. 171+64.03 TRIPLE 12' X 8' REINFORCED CONCRETE BOX CULVERT
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 200 -15
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : 2855A COUNTIES : DODGE
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 4 ) 0327 |( ) |( )
|GUS CONSTRUCTION CO., INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0069 0030.40 LUMP| 15000.00000 15000.00| |
MOBILIZATION | | |
0070 4051.01 1130.000 CY | 9.00000 10170.00| |
EXCAVATION FOR BOX CULVERTS | | |
0071 4101.06 258.000 CY | 330.00000 85140.00| |
CLASS 47B-3000 CONCRETE FOR BOX CULVERT | | |
0072 4151.00 35878.000 LB | 0.95000 34084.10| |
REINFORCING STEEL FOR BOX CULVERT | | |
0073 6040.00 1.000 EACH| 9000.00000 9000.00| |
REMOVE STRUCTURE AT STA. 171+41.31 | | |
SECTION TOTALS | $ 153,394.10| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 4C CULVERT AT STA. 197+61.37 TRIPLE 12' X 8' REINFORCED CONCRETE BOX CULVERT
| | |
0074 0030.40 LUMP| 15000.00000 15000.00| |
MOBILIZATION | | |
0075 4051.01 900.000 CY | 9.00000 8100.00| |
EXCAVATION FOR BOX CULVERTS | | |
0076 4101.06 258.000 CY | 330.00000 85140.00| |
CLASS 47B-3000 CONCRETE FOR BOX CULVERT | | |
0077 4151.00 35878.000 LB | 0.95000 34084.10| |
REINFORCING STEEL FOR BOX CULVERT | | |
0078 6040.01 1.000 EACH| 9000.00000 9000.00| |
REMOVE STRUCTURE AT STA. 197+61.37 | | |
SECTION TOTALS | $ 151,324.10| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 4D CULVERT AT STA. 303+78.01 TRIPLE 12' X 7' REINFORCED CONCRETE BOX CULVERT
| | |
0079 0030.40 LUMP| 15000.00000 15000.00| |
MOBILIZATION | | |
0080 4051.01 463.000 CY | 9.00000 4167.00| |
EXCAVATION FOR BOX CULVERTS | | |
0081 4101.06 250.540 CY | 330.00000 82678.20| |
CLASS 47B-3000 CONCRETE FOR BOX CULVERT | | |
0082 4151.00 33856.000 LB | 0.98000 33178.88| |
REINFORCING STEEL FOR BOX CULVERT | | |
0083 6040.02 1.000 EACH| 9000.00000 9000.00| |
REMOVE STRUCTURE AT STA. 303+78.01 | | |
SECTION TOTALS | $ 144,024.08| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 4E CULVERT AT STA. 330+56.44 TRIPLE 10' X 7' REINFORCED CONCRETE BOX CULVERT
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 200 -16
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : 2855A COUNTIES : DODGE
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 4 ) 0327 |( ) |( )
|GUS CONSTRUCTION CO., INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0084 0030.40 LUMP| 15000.00000 15000.00| |
MOBILIZATION | | |
0085 4051.01 702.000 CY | 9.00000 6318.00| |
EXCAVATION FOR BOX CULVERTS | | |
0086 4101.06 208.850 CY | 345.00000 72053.25| |
CLASS 47B-3000 CONCRETE FOR BOX CULVERT | | |
0087 4151.00 26875.000 LB | 0.96000 25800.00| |
REINFORCING STEEL FOR BOX CULVERT | | |
0088 6040.03 1.000 EACH| 8000.00000 8000.00| |
REMOVE STRUCTURE AT STA. 330+37.96 | | |
SECTION TOTALS | $ 127,171.25| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 8B ELECTRICAL
| | |
0089 0030.81 LUMP| 5000.00000 5000.00| |
MOBILIZATION | | |
0090 A001.01 3.000 EACH| 700.00000 2100.00| |
PULL BOX, TYPE PB-1 | | |
0091 A001.02 1.000 EACH| 650.00000 650.00| |
PULL BOX, TYPE PB-1A | | |
0092 A004.00 8.000 EACH| 850.00000 6800.00| |
TRAFFIC SIGNAL, TYPE TS-1 | | |
0093 A004.10 2.000 EACH| 750.00000 1500.00| |
TRAFFIC SIGNAL, TYPE TS-1A | | |
0094 A006.15 8.000 EACH| 600.00000 4800.00| |
PEDESTRIAN SIGNAL, TYPE PS-1 | | |
0095 A006.70 4.000 EACH| 200.00000 800.00| |
PEDESTRIAN PUSHBUTTON, TYPE PPB | | |
0096 A006.84 2.000 EACH| 1500.00000 3000.00| |
PEDESTAL POLE, TYPE PP-10 | | |
0097 A007.00 4.000 EACH| 425.00000 1700.00| |
VEHICLE DETECTOR, TYPE B PREFORMED | | |
0098 A011.24 1.000 EACH| 8100.00000 8100.00| |
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP 30-12 | | |
0099 A016.50 2.000 EACH| 6200.00000 12400.00| |
MAST ARM SIGNAL POLE, TYPE MP-30 | | |
0100 A017.25 1.000 EACH| 1950.00000 1950.00| |
25' MAST ARM | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 200 -17
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : 2855A COUNTIES : DODGE
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 4 ) 0327 |( ) |( )
|GUS CONSTRUCTION CO., INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0101 A070.14 89.000 LF | 15.00000 1335.00| |
2-INCH CONDUIT IN TRENCH | | |
0102 A074.14 176.000 LF | 15.00000 2640.00| |
2-INCH CONDUIT, JACKED | | |
0103 A077.12 330.000 LF | 1.20000 396.00| |
2/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0104 A077.15 166.000 LF | 1.35000 224.10| |
5/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0105 A077.22 317.000 LF | 4.50000 1426.50| |
12/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0106 A079.01 130.000 LF | 4.25000 552.50| |
2/C #14 AWG DETECTOR LEAD-IN CABLE | | |
0107 A079.50 306.000 LF | 1.25000 382.50| |
GROUNDING CONDUCTOR | | |
0108 A079.55 62.000 LF | 1.75000 108.50| |
SERVICE CABLE | | |
0109 A080.24 286.000 LF | 1.75000 500.50| |
STREET LIGHTING CABLE, NO. 6 USE | | |
0110 A500.21 1.000 EACH| 2800.00000 2800.00| |
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | |
TC-2070 | | |
0111 A610.18 1.000 EACH| 75.00000 75.00| |
REMOVE PEDESTRIAN SIGNAL HEAD | | |
0112 A611.00 1.000 EACH| 535.00000 535.00| |
REMOVE TRAFFIC SIGNAL CONTROLLER | | |
0113 A611.12 1.000 EACH| 40.00000 40.00| |
REMOVE PEDESTRIAN PUSHBUTTON | | |
0114 A630.03 1.000 EACH| 800.00000 800.00| |
REMOVE PEDESTAL POLE | | |
0115 A630.30 1.000 EACH| 280.00000 280.00| |
REMOVE MAST ARM | | |
SECTION TOTALS | $ 60,895.60| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 10 GENERAL ITEMS
| | |
0116 0001.08 15100.000 BDAY| 0.50000 7550.00| |
BARRICADE, TYPE II | | |
0117 0001.10 8596.000 BDAY| 1.40000 12034.40| |
BARRICADE, TYPE III | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 04/17/08
PAGE : 200 -18
TABULATION OF BIDS
CALL ORDER : 200 CONTRACT ID : 2855A COUNTIES : DODGE
LETTING DATE : 04/17/08 1:30 pm DISTRICT : 2
====================================================================================================================================
|( 4 ) 0327 |( ) |( )
|GUS CONSTRUCTION CO., INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0118 0001.75 340.000 EACH| 1.20000 408.00| |
TEMPORARY SIGN DAY | | |
0119 0001.90 32283.000 EACH| 0.75000 24212.25| |
SIGN DAY | | |
0120 0001.99 3600.000 EACH| 1.20000 4320.00| |
CONTRACTOR FURNISHED SIGN DAY | | |
0121 0002.30 17000.000 LF | 0.35000 5950.00| |
PAVEMENT MARKING REMOVAL | | |
0122 0002.44 54000.000 LF | 0.22000 11880.00| |
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0123 0002.47 27000.000 LF | 0.22000 5940.00| |
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0124 0002.97 25.000 DAY | 20.00000 500.00| |
FLASHING ARROW PANEL | | |
0125 0003.10 140.000 DAY | 350.00000 49000.00| |
FLAGGING | | |
0126 0003.20 70.000 DAY | 565.00000 39550.00| |
FURNISHING AND OPERATING PILOT VEHICLE | | |
0127 0005.10 229.000 DAY | 65.00000 14885.00| |
TRAFFIC CONTROL MANAGEMENT | | |
0128 0010.04 1.000 EACH| 38000.00000 38000.00| |
FIELD OFFICE | | |
0129 0020.00 1000.000 HOUR| 0.80000 800.00| |
TRAINING | | |
0130 0030.00 LUMP| 1500.00000 1500.00| |
MOBILIZATION | | |
0131 9110.01 60.000 HOUR| 150.00000 9000.00| |
RENTAL OF LOADER, FULLY OPERATED | | |
0132 9110.03 60.000 HOUR| 85.00000 5100.00| |
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0133 9110.07 60.000 HOUR| 70.00000 4200.00| |
RENTAL OF SKID LOADER, FULLY OPERATED | | |
0134 9110.27 60.000 HOUR| 175.00000 10500.00| |
RENTAL OF CRAWLER MOUNTED HYDRAULIC | | |
EXCAVATOR, FULLY OPERATED | | |
0135 L022.90 1000.000 LF | 2.25000 2250.00| |
TEMPORARY SILT FENCE | | |
0136 L022.92 500.000 LF | 4.00000 2000.00| |
TEMPORARY EARTH CHECK | | |
SECTION TOTALS | $ 249,579.65| $ 0.00| $ 0.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,249,110.79| $ 0.00| $
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