|
Contract Letting March 14, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
CONTRACT DESCRIPTION : EACNH-80-9(813)
I-80, N-370 TO N-50 AND N-370 BRIDGES
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0049 HAWKINS CONSTRUCTION COMPANY $ 18,862,392.57 100.0000%
2 0103 CHAS. VRANA & SON CONSTRUCTION CO. $ 19,008,043.13 100.7721%
3 1276 KIEWIT WESTERN CO. $ 19,703,224.28 104.4577%
4 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 24,279,653.34 128.7199%
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1276
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|KIEWIT WESTERN CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 79.000 ACRE| 119.51000 9441.29| 120.00000 9480.00| 80.00000 6320.00
COVER CROP SEEDING | | |
0002 L020.00 10861.000 SY | 1.30000 14119.30| 1.30000 14119.30| 1.60000 17377.60
EROSION CONTROL | | |
0003 L020.01 11054.000 SY | 4.73000 52285.42| 4.80000 53059.20| 5.20000 57480.80
EROSION CONTROL, TYPE A | | |
0004 L020.08 2878.000 SY | 5.05000 14533.90| 5.10000 14677.80| 5.50000 15829.00
EROSION CONTROL, TYPE AA | | |
0005 L020.09 841.000 SY | 10.32000 8679.12| 10.00000 8410.00| 11.00000 9251.00
EROSION CONTROL, TYPE AAA | | |
0006 L020.10 16435.000 SY | 1.41000 23173.35| 1.40000 23009.00| 1.60000 26296.00
EROSION CONTROL, TYPE HV | | |
0007 L020.13 1460.000 SY | 1.30000 1898.00| 1.40000 2044.00| 1.60000 2336.00
EROSION CONTROL, TYPE J | | |
0008 L021.01 643.000 BALE| 17.38000 11175.34| 17.00000 10931.00| 16.00000 10288.00
EROSION CHECKS, TYPE A | | |
0009 L021.06 715.000 BALE| 15.21000 10875.15| 16.00000 11440.00| 16.00000 11440.00
EROSION CHECKS, TYPE HV | | |
0010 L021.21 168.000 BALE| 17.93000 3012.24| 20.00000 3360.00| 16.00000 2688.00
EROSION CHECKS, TYPE AA | | |
0011 L021.22 42.000 BALE| 21.73000 912.66| 22.00000 924.00| 16.00000 672.00
EROSION CHECKS, TYPE AAA | | |
0012 L022.11 3785.000 LF | 1.96000 7418.60| 2.00000 7570.00| 2.40000 9084.00
FABRIC SILT FENCE-LOW POROSITY | | |
0013 L022.12 124.000 LF | 2.44000 302.56| 2.50000 310.00| 3.00000 372.00
FABRIC SILT FENCE-HIGH POROSITY | | |
0014 L022.23 1322.000 LF | 4.35000 5750.70| 4.50000 5949.00| 3.20000 4230.40
FABRIC SILT FENCE-WP-WW-LOW POROSITY | | |
0015 L022.24 1616.000 LF | 4.89000 7902.24| 5.00000 8080.00| 3.20000 5171.20
FABRIC SILT FENCE-WP-WW-HIGH POROSITY | | |
0016 0030.10 LUMP| 43701.00000 43701.00| 120000.00000 120000.00| 125000.00000 125000.00
MOBILIZATION | | |
0017 1000.00 4.000 EACH| 543.00000 2172.00| 520.00000 2080.00| 400.00000 1600.00
LARGE TREE REMOVAL | | |
0018 1009.00 LUMP| 27161.00000 27161.00| 50000.00000 50000.00| 38000.00000 38000.00
GENERAL CLEARING AND GRUBBING | | |
0019 1010.01 375870.000 CY | 2.99000 1123851.30| 2.85000 1071229.50| 3.00000 1127610.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1276
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|KIEWIT WESTERN CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1011.00 1190.000 MGAL| 7.60000 9044.00| 7.30000 8687.00| 7.00000 8330.00
WATER | | |
0021 1021.10 280.000 EACH| 3.26000 912.80| 3.00000 840.00| 10.00000 2800.00
REMOVE DELINEATOR UNITS | | |
0022 1045.00 4.600 ACRE| 3873.00000 17815.80| 3100.00000 14260.00| 1100.00000 5060.00
RESTORE BORROW PIT | | |
0023 1101.25 2104.000 LF | 2.50000 5260.00| 2.50000 5260.00| 2.50000 5260.00
SAWING PAVEMENT | | |
0024 1107.00 49.000 SY | 5.43000 266.07| 5.20000 254.80| 5.40000 264.60
REMOVE WALK | | |
0025 1109.00 1297.000 LF | 2.39000 3099.83| 2.00000 2594.00| 6.00000 7782.00
REMOVE CURB | | |
0026 1111.00 26049.000 LF | 0.97000 25267.53| 0.65000 16931.85| 0.65000 16931.85
REMOVE FENCE | | |
0027 1122.01 2141.000 SY | 3.26000 6979.66| 3.20000 6851.20| 3.20000 6851.20
REMOVE CONCRETE MEDIAN SURFACING | | |
0028 1123.00 259.000 SY | 4.35000 1126.65| 4.20000 1087.80| 5.40000 1398.60
REMOVE CONCRETE DITCH LINER | | |
0029 3275.20 124795.000 SY | 4.83000 602759.85| 6.80000 848606.00| 4.60000 574057.00
CRUSH CONCRETE PAVEMENT | | |
0030 7017.00 8461.000 LF | 1.09000 9222.49| 1.10000 9307.10| 2.20000 18614.20
REMOVE GUARDRAIL | | |
0031 9110.01 70.000 HOUR| 108.64000 7604.80| 130.00000 9100.00| 100.00000 7000.00
RENTAL OF LOADER, FULLY OPERATED | | |
0032 9110.03 70.000 HOUR| 65.19000 4563.30| 90.00000 6300.00| 60.00000 4200.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0033 9110.07 70.000 HOUR| 97.78000 6844.60| 120.00000 8400.00| 60.00000 4200.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 2,069,132.55| $ 2,355,152.55| $ 2,133,795.45
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 1A MSE WALL
| | |
0034 0030.10 LUMP| 5933.00000 5933.00| 10000.00000 10000.00| 8000.00000 8000.00
MOBILIZATION | | |
0035 4095.00 3519.000 SF | 15.94000 56092.86| 13.70000 48210.30| 25.00000 87975.00
CONCRETE FACE PANELS | | |
0036 4095.10 577.000 LF | 9.12000 5262.24| 7.40000 4269.80| 10.50000 6058.50
CONCRETE LEVELING PADS | | |
0037 4095.20 602.000 LF | 34.17000 20570.34| 23.00000 13846.00| 39.00000 23478.00
COPING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1276
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|KIEWIT WESTERN CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0038 8024.75 1910.000 CY | 11.98000 22881.80| 23.40000 44694.00| 16.00000 30560.00
SELECT GRANULAR BACKFILL FOR MSE WALL | | |
SECTION TOTALS | $ 110,740.24| $ 121,020.10| $ 156,071.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 3 CONCRETE PAVEMENT
| | |
0039 A069.15 3760.000 LF | 4.07000 15303.20| 4.00000 15040.00| 4.00000 15040.00
1 1/2-INCH CONDUIT IN MEDIAN BARRIER | | |
0040 0002.61 880.000 EACH| 32.32000 28441.60| 31.00000 27280.00| 31.00000 27280.00
PLOWABLE PAVEMENT MARKER | | |
0041 0030.30 LUMP| 948837.00000 948837.00| 430000.00000 430000.00| 650000.00000 650000.00
MOBILIZATION | | |
0042 1020.01 173.000 EACH| 9.78000 1691.94| 13.50000 2335.50| 14.00000 2422.00
DELINEATOR, TYPE I | | |
0043 1020.02 205.000 EACH| 10.86000 2226.30| 14.50000 2972.50| 15.00000 3075.00
DELINEATOR, TYPE II | | |
0044 2010.03 476.000 TON | 18.21000 8667.96| 20.10000 9567.60| 19.00000 9044.00
CRUSHED ROCK SURFACE COURSE | | |
0045 3008.05 460.000 EACH| 3.65000 1679.00| 8.60000 3956.00| 9.00000 4140.00
TIE BARS | | |
0046 3010.12 1287.000 LF | 6.17000 7940.79| 12.40000 15958.80| 6.00000 7722.00
CONCRETE CLASS 47B-3500 LIP CURB, TYPE | | |
II | | |
0047 3011.25 922.000 LF | 6.40000 5900.80| 11.60000 10695.20| 6.50000 5993.00
CONCRETE CLASS 47B-3500 CURB TYPE II | | |
0048 3013.13 650.000 LF | 25.14000 16341.00| 27.60000 17940.00| 33.00000 21450.00
CONCRETE CLASS 47BD-4000 BARRIER CURB | | |
0049 3013.30 2.000 EACH| 814.00000 1628.00| 4260.00000 8520.00| 2350.00000 4700.00
CONCRETE CLASS 47BD-4000 BARRIER | | |
TRANSITION SECTION | | |
0050 3016.03 50.000 SY | 22.34000 1117.00| 34.50000 1725.00| 28.00000 1400.00
CONCRETE CLASS 47B-3000 SIDEWALK 5" | | |
0051 3017.40 3628.000 SY | 16.54000 60007.12| 24.90000 90337.20| 29.00000 105212.00
CONCRETE CLASS 47B-3000 MEDIAN SURFACING| | |
0052 3017.43 354.000 SY | 21.62000 7653.48| 35.30000 12496.20| 28.00000 9912.00
6" CONCRETE CLASS 47B-3000 MEDIAN | | |
SURFACING | | |
0053 3025.00 8601.000 LF | 31.50000 270931.50| 33.20000 285553.20| 37.00000 318237.00
CONCRETE CLASS 47BD-4000 MEDIAN BARRIER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1276
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|KIEWIT WESTERN CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0054 3025.04 2050.000 LF | 40.02000 82041.00| 42.40000 86920.00| 52.00000 106600.00
CONCRETE CLASS 47BD-4000 MEDIAN BARRIER | | |
DOWELED | | |
0055 3027.00 10.000 EACH| 1935.00000 19350.00| 4170.00000 41700.00| 3350.00000 33500.00
CONCRETE CLASS 47BD-4000 MEDIAN BARRIER | | |
TRANSITION SECTION | | |
0056 3027.03 2.000 EACH| 2284.00000 4568.00| 4590.00000 9180.00| 4100.00000 8200.00
CONCRETE CLASS 47BD-4000 MEDIAN BARRIER | | |
TRANSITION SECTION (MODIFIED) | | |
0057 3075.52 15819.000 SY | 24.37000 385509.03| 24.00000 379656.00| 26.00000 411294.00
10" CONCRETE PAVEMENT, CLASS 47B-3500 | | |
0058 3075.56 30192.000 SY | 25.56000 771707.52| 25.10000 757819.20| 29.00000 875568.00
10" DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-3500 | | |
0059 3075.92 68541.000 SY | 29.24000 2004138.84| 30.20000 2069938.20| 30.00000 2056230.00
14" CONCRETE PAVEMENT, CLASS 47B-3500 | | |
0060 3075.96 141603.000 SY | 31.46000 4454830.38| 32.00000 4531296.00| 31.00000 4389693.00
14" DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-3500 | | |
0061 3089.25 47530.000 SY | 23.96000 1138818.80| 23.00000 1093190.00| 23.00000 1093190.00
TEMPORARY SURFACING 10" | | |
0062 3091.27 1413.000 SY | 34.37000 48564.81| 44.20000 62454.60| 37.00000 52281.00
10" DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-HE-3500 | | |
0063 3091.32 2289.000 SY | 42.28000 96778.92| 55.20000 126352.80| 44.00000 100716.00
14" DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-HE-3500 | | |
0064 3300.50 4.136 LS | 47653.00000 47653.00| 25600.00000 25600.00| 15000.00000 15000.00
PORTLAND CEMENT CONCRETE SMOOTHNESS | | |
TESTING | | |
0065 3300.65 130.000 EACH| 74.70000 9711.00| 91.00000 11830.00| 60.00000 7800.00
CONCRETE PAVEMENT THICKNESS CORE | | |
0066 4763.26 144.000 EACH| 54.24000 7810.56| 63.40000 9129.60| 190.00000 27360.00
UNDERDRAIN HEADWALL | | |
0067 4764.34 2340.000 LF | 2.33000 5452.20| 2.90000 6786.00| 3.00000 7020.00
4" NONPERFORATED PIPE UNDERDRAIN | | |
0068 4764.35 45906.000 LF | 2.31000 106042.86| 2.30000 105583.80| 2.80000 128536.80
4" PERFORATED PIPE UNDERDRAIN | | |
0069 6010.75 147.600 CY | 293.93000 43384.07| 429.80000 63438.48| 450.00000 66420.00
CLASS 47BD-4000 CONCRETE FOR PIER | | |
PROTECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1276
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|KIEWIT WESTERN CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0070 6107.00 169.000 SY | 61.30000 10359.70| 60.90000 10292.10| 55.00000 9295.00
CONCRETE SLOPE PROTECTION | | |
0071 6131.75 15333.000 LB | 0.93000 14259.69| 0.60000 9199.80| 0.75000 11499.75
EPOXY COATED REINFORCING STEEL FOR PIER | | |
PROTECTION | | |
0072 7492.14 33500.000 LF | 1.02000 34170.00| 1.10000 36850.00| 0.94000 31490.00
4" WHITE DURABLE LIQUID PAVEMENT MARKING| | |
0073 7492.24 42500.000 LF | 1.02000 43350.00| 1.10000 46750.00| 0.94000 39950.00
4" YELLOW DURABLE LIQUID PAVEMENT | | |
MARKING | | |
0074 7502.14 14000.000 LF | 2.99000 41860.00| 2.55000 35700.00| 2.70000 37800.00
4" WHITE PREFORMED PAVEMENT MARKING, | | |
TYPE 4, GROOVED | | |
0075 7508.14 8600.000 LF | 5.70000 49020.00| 11.50000 98900.00| 12.00000 103200.00
12" WHITE PREFORMED PAVEMENT MARKING, | | |
TYPE 4, GROOVED | | |
0076 8011.05 20207.000 SY | 5.67000 114573.69| 4.20000 84869.40| 5.00000 101035.00
CRUSHED ROCK FOUNDATION COURSE 6" | | |
0077 8032.04 40965.000 SY | 2.57000 105280.05| 1.00000 40965.00| 2.10000 86026.50
CRUSHED CONCRETE FOUNDATION COURSE 4" | | |
0078 8032.05 212153.000 SY | 1.60000 339444.80| 1.10000 233368.30| 2.15000 456128.95
CRUSHED CONCRETE FOUNDATION COURSE 5" | | |
0079 9009.88 9222.000 SY | 21.21000 195598.62| 22.00000 202884.00| 19.00000 175218.00
SURFACING 10" | | |
0080 9111.00 888.000 MGAL| 5.01000 4448.88| 1.90000 1687.20| 10.00000 8880.00
WATER | | |
0081 9170.00 513.274 STA | 106.47000 54648.28| 100.00000 51327.40| 110.00000 56460.14
EARTH SHOULDER CONSTRUCTION | | |
0082 9173.20 258846.000 SY | 0.87000 225196.02| 0.97000 251080.62| 1.65000 427095.90
SUBGRADE PREPARATION | | |
0083 9179.34 51633.000 SY | 2.64000 136311.12| 2.80000 144572.40| 2.50000 129082.50
COLD MILLING, CLASS 4 | | |
0084 9188.01 303.000 SY | 12.06000 3654.18| 5.70000 1727.10| 43.00000 13029.00
BITUMINOUS SURFACE COURSE 14" | | |
0085 9188.50 512.000 SY | 17.82000 9123.84| 15.00000 7680.00| 17.00000 8704.00
SURFACING UNDER GUARDRAIL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1276
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|KIEWIT WESTERN CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 11,986,026.55| $ 11,573,105.20| $ 12,259,930.54
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4 CULVERTS
| | |
0086 P070.12 250.000 LF | 12.20000 3050.00| 20.00000 5000.00| 27.00000 6750.00
12" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | | |
0087 P070.18 142.000 LF | 14.81000 2103.02| 25.00000 3550.00| 29.00000 4118.00
18" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | | |
0088 P070.24 28.000 LF | 28.90000 809.20| 36.00000 1008.00| 32.00000 896.00
24" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | | |
0089 P120.18 103.000 LF | 17.65000 1817.95| 25.00000 2575.00| 32.00000 3296.00
18" CULVERT PIPE, TYPE 2 | | |
0090 P120.24 276.000 LF | 33.62000 9279.12| 32.00000 8832.00| 42.00000 11592.00
24" CULVERT PIPE, TYPE 2 | | |
0091 P120.30 201.000 LF | 30.93000 6216.93| 39.00000 7839.00| 54.00000 10854.00
30" CULVERT PIPE, TYPE 2 | | |
0092 P120.36 26.000 LF | 45.05000 1171.30| 58.00000 1508.00| 60.00000 1560.00
36" CULVERT PIPE, TYPE 2 | | |
0093 P120.48 30.000 LF | 70.75000 2122.50| 79.00000 2370.00| 78.00000 2340.00
48" CULVERT PIPE, TYPE 2 | | |
0094 P128.18 40.000 LF | 14.20000 568.00| 34.00000 1360.00| 15.00000 600.00
18" CULVERT PIPE, TYPE 2 CLASS IV | | |
0095 P128.24 32.000 LF | 24.51000 784.32| 45.00000 1440.00| 25.00000 800.00
24" CULVERT PIPE, TYPE 2 CLASS IV | | |
0096 P300.48 66.000 LF | 49.60000 3273.60| 52.00000 3432.00| 53.00000 3498.00
48" CULVERT PIPE, TYPE 3,4 OR 5 | | |
0097 P402.24 161.000 LF | 26.50000 4266.50| 30.00000 4830.00| 30.00000 4830.00
24" CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0098 P402.36 119.000 LF | 34.47000 4101.93| 39.00000 4641.00| 35.00000 4165.00
36" CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0099 P406.48 62.000 LF | 51.14000 3170.68| 79.00000 4898.00| 70.00000 4340.00
48" CULVERT PIPE, TYPE 2,3,4 OR 5 | | |
0100 P406.60 58.000 LF | 65.43000 3794.94| 111.00000 6438.00| 90.00000 5220.00
60" CULVERT PIPE, TYPE 2,3,4 OR 5 | | |
0101 P700.18 7837.000 LF | 13.47000 105564.39| 23.90000 187304.30| 23.00000 180251.00
18" STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0102 P700.21 942.000 LF | 19.21000 18095.82| 27.50000 25905.00| 33.00000 31086.00
21" STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0103 P702.18 104.000 LF | 19.50000 2028.00| 23.00000 2392.00| 33.00000 3432.00
18" STORM SEWER PIPE, TYPE 1 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1276
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|KIEWIT WESTERN CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0104 0030.40 LUMP| 45727.00000 45727.00| 20000.00000 20000.00| 50000.00000 50000.00
MOBILIZATION | | |
0105 1043.50 325.000 SY | 0.80000 260.00| 4.20000 1365.00| 2.00000 650.00
RIPRAP FILTER FABRIC | | |
0106 1090.02 2.000 EACH| 581.00000 1162.00| 450.00000 900.00| 750.00000 1500.00
ABANDON INLET | | |
0107 1117.00 2.000 EACH| 253.00000 506.00| 560.00000 1120.00| 415.00000 830.00
REMOVE MANHOLE | | |
0108 1119.00 15.000 EACH| 252.77000 3791.55| 490.00000 7350.00| 365.00000 5475.00
REMOVE INLET | | |
0109 4004.50 102850.000 LB | 1.17000 120334.50| 1.10000 113135.00| 1.50000 154275.00
CAST IRON GRATE AND FRAME | | |
0110 4005.00 1025.000 LB | 0.74000 758.50| 0.70000 717.50| 1.10000 1127.50
CAST IRON RING AND COVER | | |
0111 4015.50 3.000 EACH| 1031.00000 3093.00| 1230.00000 3690.00| 1130.00000 3390.00
RECONSTRUCT MANHOLE | | |
0112 4016.00 1.000 EACH| 1517.00000 1517.00| 2750.00000 2750.00| 2400.00000 2400.00
MANHOLE AT STA. 387+08 LT. | | |
0113 4016.01 1.000 EACH| 3314.00000 3314.00| 2190.00000 2190.00| 2500.00000 2500.00
MANHOLE AT STA. 813+00 RT. | | |
0114 4018.00 1.000 EACH| 472.00000 472.00| 450.00000 450.00| 1000.00000 1000.00
TAPPING EXISTING STRUCTURE | | |
0115 4035.00 11.000 EACH| 98.03000 1078.33| 280.00000 3080.00| 125.00000 1375.00
REMOVE FLARED-END SECTION | | |
0116 4040.00 19.000 EACH| 158.03000 3002.57| 430.00000 8170.00| 165.00000 3135.00
REMOVE HEADWALLS FROM CULVERTS | | |
0117 4043.50 1634.000 LF | 3.87000 6323.58| 14.20000 23202.80| 8.00000 13072.00
REMOVE SEWER PIPE | | |
0118 4044.00 1.000 EACH| 5041.00000 5041.00| 5100.00000 5100.00| 3000.00000 3000.00
PREPARATION OF STRUCTURE AT STA. | | |
354+08.1 | | |
0119 4044.01 1.000 EACH| 2788.00000 2788.00| 3300.00000 3300.00| 1500.00000 1500.00
PREPARATION OF STRUCTURE AT STA. | | |
372+13.2 | | |
0120 4044.02 1.000 EACH| 1448.00000 1448.00| 2700.00000 2700.00| 1000.00000 1000.00
PREPARATION OF STRUCTURE AT STA. | | |
394+46.2 | | |
0121 4044.03 1.000 EACH| 2788.00000 2788.00| 3000.00000 3000.00| 1500.00000 1500.00
PREPARATION OF STRUCTURE AT STA. | | |
1099+22.2 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1276
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|KIEWIT WESTERN CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0122 4044.04 1.000 EACH| 2897.00000 2897.00| 5600.00000 5600.00| 2000.00000 2000.00
PREPARATION OF STRUCTURE AT STA. | | |
1120+95.3 | | |
0123 4044.05 1.000 EACH| 2788.00000 2788.00| 3000.00000 3000.00| 2000.00000 2000.00
PREPARATION OF STRUCTURE AT STA. | | |
1325+75.4 | | |
0124 4044.06 1.000 EACH| 2788.00000 2788.00| 1000.00000 1000.00| 1500.00000 1500.00
PREPARATION OF STRUCTURE AT STA. | | |
1502+33.5 | | |
0125 4045.00 1.000 EACH| 670.00000 670.00| 830.00000 830.00| 500.00000 500.00
REMOVE STRUCTURE AT STA. 387+08.5 RT. | | |
0126 4045.01 1.000 EACH| 1339.00000 1339.00| 830.00000 830.00| 500.00000 500.00
REMOVE STRUCTURE AT STA. 422+60 RT. | | |
0127 4045.02 1.000 EACH| 670.00000 670.00| 830.00000 830.00| 500.00000 500.00
REMOVE STRUCTURE AT STA. 423+11 LT. | | |
0128 4045.03 1.000 EACH| 670.00000 670.00| 830.00000 830.00| 500.00000 500.00
REMOVE STRUCTURE AT STA. 430+98 RT. | | |
0129 4045.04 1.000 EACH| 670.00000 670.00| 830.00000 830.00| 500.00000 500.00
REMOVE STRUCTURE AT STA. 431+45 LT. | | |
0130 4045.05 1.000 EACH| 670.00000 670.00| 830.00000 830.00| 500.00000 500.00
REMOVE STRUCTURE AT STA. 1624+78 TO STA.| | |
1624+99 RT. | | |
0131 4050.01 1084.000 CY | 2.48000 2688.32| 13.80000 14959.20| 15.00000 16260.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0132 4051.01 581.000 CY | 8.45000 4909.45| 14.10000 8192.10| 14.00000 8134.00
EXCAVATION FOR BOX CULVERTS | | |
0133 4100.06 1.200 CY | 493.00000 591.60| 1380.00000 1656.00| 650.00000 780.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
HEADWALL | | |
0134 4101.06 415.800 CY | 278.30000 115717.14| 330.00000 137214.00| 316.00000 131392.80
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
BOX CULVERT | | |
0135 4105.59 260.560 CY | 435.72000 113531.20| 433.10000 112848.54| 440.00000 114646.40
CLASS 47B-3000 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0136 4107.07 11.130 CY | 337.66000 3758.16| 1460.00000 16249.80| 580.00000 6455.40
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
CONCRETE COLLARS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1276
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|KIEWIT WESTERN CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0137 4130.06 0.860 CY | 778.58000 669.58| 1230.00000 1057.80| 1000.00000 860.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
PIPE CULVERT PLUG | | |
0138 4135.01 50.000 LB | 0.26000 13.00| 2.20000 110.00| 2.00000 100.00
REINFORCING STEEL FOR PIPE CULVERT PLUG | | |
0139 4150.00 113.000 LB | 0.26000 29.38| 2.20000 248.60| 2.00000 226.00
REINFORCING STEEL FOR HEADWALL | | |
0140 4151.00 40189.000 LB | 0.60000 24113.40| 0.60000 24113.40| 0.65000 26122.85
REINFORCING STEEL FOR BOX CULVERT | | |
0141 4155.50 27371.000 LB | 0.26000 7116.46| 1.20000 32845.20| 1.00000 27371.00
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0142 4157.00 862.000 LB | 0.26000 224.12| 2.70000 2327.40| 2.00000 1724.00
REINFORCING STEEL FOR COLLARS | | |
0143 4310.18 16.000 EACH| 306.14000 4898.24| 400.00000 6400.00| 350.00000 5600.00
18" FLARED-END SECTION | | |
0144 4310.21 1.000 EACH| 333.00000 333.00| 420.00000 420.00| 380.00000 380.00
21" FLARED-END SECTION | | |
0145 4310.24 11.000 EACH| 315.03000 3465.33| 450.00000 4950.00| 390.00000 4290.00
24" FLARED-END SECTION | | |
0146 4310.30 7.000 EACH| 365.00000 2555.00| 530.00000 3710.00| 450.00000 3150.00
30" FLARED-END SECTION | | |
0147 4310.36 5.000 EACH| 283.00000 1415.00| 640.00000 3200.00| 550.00000 2750.00
36" FLARED-END SECTION | | |
0148 4310.48 2.000 EACH| 698.00000 1396.00| 730.00000 1460.00| 850.00000 1700.00
48" FLARED-END SECTION | | |
0149 4670.05 8.000 CY | 117.00000 936.00| 153.70000 1229.60| 100.00000 800.00
CULVERT SANDFILL | | |
0150 4850.18 40.000 LF | 136.23000 5449.20| 142.00000 5680.00| 130.00000 5200.00
JACKING 18" CULVERT PIPE, TYPE 2 CLASS | | |
IV | | |
0151 4850.24 32.000 LF | 178.44000 5710.08| 189.00000 6048.00| 170.00000 5440.00
JACKING 24" CULVERT PIPE, TYPE 2 CLASS | | |
IV | | |
0152 6105.02 262.000 TON | 14.51000 3801.62| 26.20000 6864.40| 22.00000 5764.00
ROCK RIPRAP, TYPE B | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1276
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|KIEWIT WESTERN CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 692,106.51| $ 883,906.64| $ 905,003.95
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 5 SEEDING
| | |
0153 L001.01 69.000 ACRE| 613.83000 42354.27| 600.00000 41400.00| 490.00000 33810.00
SEEDING, TYPE A | | |
0154 L001.02 15.000 ACRE| 494.32000 7414.80| 500.00000 7500.00| 370.00000 5550.00
SEEDING, TYPE B | | |
0155 L020.07 6221.000 SY | 3.37000 20964.77| 3.40000 21151.40| 3.20000 19907.20
EROSION CONTROL, TYPE B-1 | | |
0156 L032.75 189.000 TON | 65.19000 12320.91| 65.00000 12285.00| 60.00000 11340.00
MULCH | | |
0157 0030.50 LUMP| 109.00000 109.00| 500.00000 500.00| 1200.00000 1200.00
MOBILIZATION | | |
SECTION TOTALS | $ 83,163.75| $ 82,836.40| $ 71,807.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 6 BRIDGE AT STA. 1465+23.95
1-49', 1-54', & 2-76' SPAN WELDED PLATE STEEL GIRDER BRIDGE
| | |
0158 0030.60 LUMP| 5597.00000 5597.00| 5000.00000 5000.00| 5000.00000 5000.00
MOBILIZATION | | |
0159 6005.35 34.000 LF | 33.27000 1131.18| 70.00000 2380.00| 25.00000 850.00
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0160 6008.40 489.000 SY | 11.48000 5613.72| 36.80000 17995.20| 20.00000 9780.00
PLACING, FINISHING, AND CURING CONCRETE | | |
OVERLAY-SF | | |
0161 6010.26 112.400 CY | 150.88000 16958.91| 236.00000 26526.40| 300.00000 33720.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0162 6016.02 35.000 CY | 197.54000 6913.90| 259.00000 9065.00| 250.00000 8750.00
CONCRETE FOR OVERLAYS-SF | | |
0163 6030.00 1.000 EACH| 17523.00000 17523.00| 15200.00000 15200.00| 65000.00000 65000.00
PREPARATION OF BRIDGE AT STA. 1465+23.95| | |
0164 6131.50 3517.000 LB | 0.64000 2250.88| 0.80000 2813.60| 1.00000 3517.00
EPOXY COATED REINFORCING STEEL | | |
SECTION TOTALS | $ 55,988.59| $ 78,980.20| $ 126,617.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 6A BRIDGE AT STA. 368+64.62
1-47',1-172'& 1-39' SPAN WELDED PLATE STL GRDR BRDG-WIDENING
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1276
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|KIEWIT WESTERN CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0165 0020.00 1000.000 HOUR| 0.80000 800.00| 0.80000 800.00| 0.80000 800.00
TRAINING | | |
0166 0030.60 LUMP| 125124.00000 125124.00| 50000.00000 50000.00| 75000.00000 75000.00
MOBILIZATION | | |
0167 3050.15 795.900 CY | 146.82000 116854.04| 182.60000 145331.34| 185.00000 147241.50
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0168 3051.10 79360.000 LB | 0.64000 50790.40| 0.60000 47616.00| 0.65000 51584.00
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0169 6000.10 5.000 LS | 4843.00000 4843.00| 4640.00000 4640.00| 5000.00000 5000.00
ABUTMENT NO.1 EXCAVATION | | |
0170 6000.11 5.000 LS | 4843.00000 4843.00| 4640.00000 4640.00| 5000.00000 5000.00
ABUTMENT NO.2 EXCAVATION | | |
0171 6000.20 350.000 LS | 10369.00000 10369.00| 6990.00000 6990.00| 3000.00000 3000.00
PIER NO.1 EXCAVATION | | |
0172 6000.21 370.000 LS | 6878.00000 6878.00| 7410.00000 7410.00| 3000.00000 3000.00
PIER NO.2 EXCAVATION | | |
0173 6005.35 315.000 LF | 27.93000 8797.95| 29.20000 9198.00| 20.00000 6300.00
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0174 6005.85 10.000 EACH| 3749.00000 37490.00| 3840.00000 38400.00| 3800.00000 38000.00
GUIDED BEARING DEVICE, TYPE II | | |
0175 6010.22 475.500 CY | 248.09000 117966.80| 298.50000 141936.75| 295.00000 140272.50
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0176 6010.26 412.900 CY | 246.86000 101928.49| 363.70000 150171.73| 450.00000 185805.00
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0177 6030.01 1.000 EACH| 43445.00000 43445.00| 58060.40000 58060.40| 50000.00000 50000.00
PREPARATION OF BRIDGE AT STA. 368+64.62 | | |
0178 6080.00 815.000 LB | 1.85000 1507.75| 3.20000 2608.00| 6.50000 5297.50
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0179 6081.00 409005.000 LB | 0.94000 384464.70| 0.90000 368104.50| 0.90000 368104.50
STRUCTURAL STEEL FOR SUPERSTRUCTURE | | |
0180 6107.00 428.000 SY | 36.01000 15412.28| 55.60000 23796.80| 60.00000 25680.00
CONCRETE SLOPE PROTECTION | | |
0181 6131.50 177150.000 LB | 0.64000 113376.00| 0.60000 106290.00| 0.65000 115147.50
EPOXY COATED REINFORCING STEEL | | |
0182 6139.50 110.000 SY | 52.51000 5776.10| 28.70000 3157.00| 18.00000 1980.00
SUBSURFACE DRAINAGE MATTING | | |
0183 6210.14 5000.000 LF | 17.29000 86450.00| 19.90000 99500.00| 25.00000 125000.00
HP 12"X53# STEEL PILING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1276
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|KIEWIT WESTERN CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0184 6601.15 500.000 LF | 15.21000 7605.00| 20.00000 10000.00| 15.00000 7500.00
1 1/2" CONDUIT IN BRIDGE | | |
0185 6951.12 2850.000 EACH| 1.70000 4845.00| 2.70000 7695.00| 1.50000 4275.00
SHEAR CONNECTORS | | |
0186 8091.00 430.000 CY | 10.28000 4420.40| 37.90000 16297.00| 27.00000 11610.00
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 1,253,986.91| $ 1,302,642.52| $ 1,375,597.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 7 GUARDRAIL
| | |
0187 0003.58 1.000 EACH| 2580.00000 2580.00| 2000.00000 2000.00| 1900.00000 1900.00
INERTIAL BARRIER SYSTEM | | |
0188 0030.70 LUMP| 1304.00000 1304.00| 1500.00000 1500.00| 1500.00000 1500.00
MOBILIZATION | | |
0189 7011.20 450.000 LF | 21.21000 9544.50| 20.00000 9000.00| 12.00000 5400.00
W-BEAM GUARDRAIL | | |
0190 7018.01 320.000 LF | 14.05000 4496.00| 13.50000 4320.00| 13.50000 4320.00
RESET GUARDRAIL | | |
0191 7019.50 1.000 EACH| 37656.00000 37656.00| 36500.00000 36500.00| 31000.00000 31000.00
IMPACT ATTENUATOR | | |
0192 7020.00 5.000 EACH| 1304.00000 6520.00| 1300.00000 6500.00| 1200.00000 6000.00
BRIDGE APPROACH SECTIONS | | |
0193 7024.25 5.000 EACH| 2114.00000 10570.00| 2000.00000 10000.00| 2400.00000 12000.00
GUARDRAIL END TREATMENT, TYPE I | | |
SECTION TOTALS | $ 72,670.50| $ 69,820.00| $ 62,120.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 7B FENCING
| | |
0194 0030.71 LUMP| 1.00000 1.00| 1000.00000 1000.00| 2500.00000 2500.00
MOBILIZATION | | |
0195 7100.00 139.000 LF | 7.94000 1103.66| 7.70000 1070.30| 8.00000 1112.00
RIGHT-OF-WAY FENCE SPECIAL | | |
0196 7103.00 4.000 EACH| 90.00000 360.00| 100.00000 400.00| 90.00000 360.00
END POSTS | | |
0197 7104.00 5.000 EACH| 90.00000 450.00| 100.00000 500.00| 90.00000 450.00
PULL POSTS | | |
0198 7105.00 5.000 EACH| 90.00000 450.00| 100.00000 500.00| 90.00000 450.00
CORNER POSTS | | |
0199 7106.20 1.000 EACH| 668.00000 668.00| 650.00000 650.00| 650.00000 650.00
20' VEHICLE GATE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 15
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1276
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|KIEWIT WESTERN CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 7110.05 26690.000 LF | 6.41000 171082.90| 6.10000 162809.00| 6.40000 170816.00
5 FOOT CHAIN-LINK FENCE | | |
0201 7114.15 1.000 EACH| 163.00000 163.00| 160.00000 160.00| 160.00000 160.00
CHANNEL CROSSING, TYPE A FOR 5 FOOT | | |
CHAIN-LINK FENCE | | |
0202 7115.05 23.000 EACH| 80.47000 1850.81| 100.00000 2300.00| 80.00000 1840.00
END POST FOR 5 FOOT CHAIN-LINK FENCE | | |
0203 7116.05 65.000 EACH| 88.79000 5771.35| 100.00000 6500.00| 90.00000 5850.00
CORNER POST FOR 5 FOOT CHAIN-LINK FENCE | | |
0204 7117.05 63.000 EACH| 88.78000 5593.14| 100.00000 6300.00| 90.00000 5670.00
PULL POST FOR 5 FOOT CHAIN-LINK FENCE | | |
0205 7130.00 2681.000 LF | 1.30000 3485.30| 1.25000 3351.25| 1.30000 3485.30
BARBED WIRE FENCE | | |
SECTION TOTALS | $ 190,979.16| $ 185,540.55| $ 193,343.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 8B ELECTRICAL
| | |
0206 A001.01 61.000 EACH| 570.37000 34792.57| 530.00000 32330.00| 570.00000 34770.00
PULL BOX, TYPE PB-1 | | |
0207 A001.02 14.000 EACH| 543.21000 7604.94| 510.00000 7140.00| 540.00000 7560.00
PULL BOX, TYPE PB-1A | | |
0208 A001.06 2.000 EACH| 782.00000 1564.00| 800.00000 1600.00| 780.00000 1560.00
PULL BOX, TYPE PB-2A | | |
0209 A001.12 7.000 EACH| 500.00000 3500.00| 500.00000 3500.00| 500.00000 3500.00
PULL BOX, TYPE PB-5 | | |
0210 A001.16 28.000 EACH| 554.08000 15514.24| 550.00000 15400.00| 550.00000 15400.00
PULL BOX, TYPE PB-6 | | |
0211 A001.55 4.000 EACH| 717.00000 2868.00| 700.00000 2800.00| 715.00000 2860.00
SERVICE BOX 24" X 36" | | |
0212 A004.00 32.000 EACH| 814.82000 26074.24| 800.00000 25600.00| 810.00000 25920.00
TRAFFIC SIGNAL, TYPE TS-1 | | |
0213 A004.04 6.000 EACH| 1184.00000 7104.00| 1100.00000 6600.00| 1175.00000 7050.00
TRAFFIC SIGNAL, TYPE TS-1LL | | |
0214 A004.20 2.000 EACH| 793.00000 1586.00| 800.00000 1600.00| 790.00000 1580.00
TRAFFIC SIGNAL, TYPE TS-1L | | |
0215 A004.22 2.000 EACH| 1043.00000 2086.00| 1000.00000 2000.00| 1040.00000 2080.00
TRAFFIC SIGNAL, TYPE TS-1LB | | |
0216 A004.40 1.000 EACH| 598.00000 598.00| 600.00000 600.00| 600.00000 600.00
TRAFFIC SIGNAL, TYPE TS-2 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 16
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1276
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|KIEWIT WESTERN CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0217 A006.84 1.000 EACH| 679.00000 679.00| 700.00000 700.00| 675.00000 675.00
PEDESTAL POLE, TYPE PP-10 | | |
0218 A006.98 55.000 EACH| 206.42000 11353.10| 200.00000 11000.00| 205.00000 11275.00
VEHICLE DETECTOR, TYPE A PREFORMED | | |
0219 A007.00 51.000 EACH| 228.15000 11635.65| 220.00000 11220.00| 225.00000 11475.00
VEHICLE DETECTOR, TYPE B PREFORMED | | |
0220 A007.08 4.000 EACH| 565.00000 2260.00| 550.00000 2200.00| 560.00000 2240.00
VEHICLE DETECTOR, TYPE TD-3 | | |
0221 A007.15 3.000 EACH| 543.00000 1629.00| 550.00000 1650.00| 540.00000 1620.00
VEHICLE DETECTOR, TYPE TD-5 | | |
0222 A009.59 2.000 EACH| 2108.00000 4216.00| 2100.00000 4200.00| 2100.00000 4200.00
STREET LIGHTING UNIT, TYPE | | |
SL-BT-45-12-0.20 | | |
0223 A009.73 22.000 EACH| 2020.75000 44456.50| 1900.00000 41800.00| 2000.00000 44000.00
STREET LIGHTING UNIT, TYPE SL-S-45-6 & | | |
6-0.20 | | |
0224 A010.20 48.000 EACH| 798.52000 38328.96| 800.00000 38400.00| 800.00000 38400.00
LUMINAIRE, TYPE HML-A-1KW | | |
0225 A010.26 36.000 EACH| 798.52000 28746.72| 800.00000 28800.00| 800.00000 28800.00
LUMINAIRE, TYPE HML-V-1KW | | |
0226 A010.59 4.000 EACH| 598.00000 2392.00| 600.00000 2400.00| 600.00000 2400.00
UNDERDECK LUMINAIRE, TYPE UD-200 | | |
0227 A012.05 1.000 EACH| 6274.00000 6274.00| 6000.00000 6000.00| 6250.00000 6250.00
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-45-12 | | |
0228 A012.60 1.000 EACH| 6301.00000 6301.00| 6100.00000 6100.00| 6300.00000 6300.00
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE TYPE CMP-50-12 | | |
0229 A012.90 5.000 EACH| 8126.00000 40630.00| 8000.00000 40000.00| 8100.00000 40500.00
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-60-12 | | |
0230 A012.95 3.000 EACH| 8311.00000 24933.00| 8100.00000 24300.00| 8300.00000 24900.00
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-65-12 | | |
0231 A016.74 2.000 EACH| 7127.00000 14254.00| 7000.00000 14000.00| 7100.00000 14200.00
MAST ARM SIGNAL POLE, TYPE MP-50-45 | | |
0232 A016.80 1.000 EACH| 6817.00000 6817.00| 7000.00000 7000.00| 6800.00000 6800.00
MAST ARM SIGNAL POLE, TYPE MP-60 | | |
0233 A016.90 1.000 EACH| 7703.00000 7703.00| 7500.00000 7500.00| 7700.00000 7700.00
MAST ARM SIGNAL POLE, TYPE MP-70 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 17
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1276
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|KIEWIT WESTERN CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0234 A016.95 1.000 EACH| 8691.00000 8691.00| 8500.00000 8500.00| 8600.00000 8600.00
MAST ARM SIGNAL POLE, TYPE MP-75 | | |
0235 A018.81 11.000 EACH| 2759.52000 30354.72| 2700.00000 29700.00| 2750.00000 30250.00
FOUNDATION DESIGN | | |
0236 A018.82 165.000 CY | 157.53000 25992.45| 160.00000 26400.00| 160.00000 26400.00
CONCRETE FOR FOUNDATION | | |
0237 A018.83 13343.000 LB | 1.41000 18813.63| 1.50000 20014.50| 1.40000 18680.20
REINFORCING STEEL | | |
0238 A018.84 66.000 EACH| 141.24000 9321.84| 150.00000 9900.00| 140.00000 9240.00
ANCHOR BOLTS | | |
0239 A020.17 2.000 EACH| 2064.00000 4128.00| 2100.00000 4200.00| 2100.00000 4200.00
LIGHTING CONTROL CENTER, TYPE P | | |
0240 A020.36 4.000 EACH| 5432.00000 21728.00| 5500.00000 22000.00| 5400.00000 21600.00
LIGHTING CONTROL CENTER, TYPE R-2 | | |
0241 A070.10 9495.000 LF | 3.15000 29909.25| 3.20000 30384.00| 3.10000 29434.50
1 1/2-INCH CONDUIT IN TRENCH | | |
0242 A070.14 9803.000 LF | 3.26000 31957.78| 3.30000 32349.90| 3.25000 31859.75
2-INCH CONDUIT IN TRENCH | | |
0243 A070.18 426.000 LF | 3.91000 1665.66| 4.00000 1704.00| 3.90000 1661.40
3-INCH CONDUIT IN TRENCH | | |
0244 A072.10 1735.000 LF | 3.37000 5846.95| 3.50000 6072.50| 3.40000 5899.00
1 1/2-INCH CONDUIT UNDER ROADWAY | | |
0245 A072.14 1545.000 LF | 3.48000 5376.60| 3.50000 5407.50| 3.50000 5407.50
2-INCH CONDUIT UNDER ROADWAY | | |
0246 A072.18 987.000 LF | 4.89000 4826.43| 5.00000 4935.00| 5.00000 4935.00
3-INCH CONDUIT UNDER ROADWAY | | |
0247 A074.12 70.000 LF | 13.04000 912.80| 13.50000 945.00| 13.00000 910.00
1 1/2-INCH CONDUIT, JACKED | | |
0248 A077.13 765.000 LF | 0.81000 619.65| 1.00000 765.00| 0.80000 612.00
3/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0249 A077.17 7132.000 LF | 1.03000 7345.96| 1.00000 7132.00| 1.00000 7132.00
7/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0250 A077.22 3055.000 LF | 1.52000 4643.60| 1.50000 4582.50| 1.50000 4582.50
12/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0251 A079.01 3597.000 LF | 0.81000 2913.57| 1.00000 3597.00| 0.80000 2877.60
2/C #14 AWG DETECTOR LEAD-IN CABLE | | |
0252 A079.50 9387.000 LF | 0.65000 6101.55| 0.70000 6570.90| 0.65000 6101.55
GROUNDING CONDUCTOR | | |
0253 A079.55 1830.000 LF | 0.81000 1482.30| 1.00000 1830.00| 0.80000 1464.00
SERVICE CABLE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 18
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1276
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|KIEWIT WESTERN CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0254 A080.10 40280.000 LF | 1.09000 43905.20| 1.05000 42294.00| 1.10000 44308.00
STREET LIGHTING CABLE, NO. 2 USE | | |
0255 A080.22 15775.000 LF | 0.65000 10253.75| 0.65000 10253.75| 0.65000 10253.75
STREET LIGHTING CABLE, NO. 6 BARE | | |
0256 A080.24 19350.000 LF | 0.65000 12577.50| 0.65000 12577.50| 0.65000 12577.50
STREET LIGHTING CABLE, NO. 6 USE | | |
0257 A082.05 765.000 LF | 1.14000 872.10| 1.10000 841.50| 1.15000 879.75
DIRECT BURIAL CABLE, NO. 1/0 | | |
0258 A500.20 5.000 EACH| 2428.00000 12140.00| 2500.00000 12500.00| 2400.00000 12000.00
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | |
TC-170 | | |
0259 A600.00 2.000 EACH| 380.00000 760.00| 500.00000 1000.00| 380.00000 760.00
REMOVE LIGHTING UNIT | | |
0260 A610.00 1.000 EACH| 2906.00000 2906.00| 3500.00000 3500.00| 2900.00000 2900.00
REMOVE TRAFFIC SIGNAL AT N-50 & SAPP | | |
BROTHERS DRIVE | | |
0261 A610.01 1.000 EACH| 1928.00000 1928.00| 2500.00000 2500.00| 1900.00000 1900.00
REMOVE TRAFFIC SIGNAL AT N-50 & WB RAMP | | |
0262 A610.02 1.000 EACH| 1928.00000 1928.00| 2500.00000 2500.00| 1900.00000 1900.00
REMOVE TRAFFIC SIGNAL AT N-50 & EB RAMP | | |
0263 A610.03 1.000 EACH| 3118.00000 3118.00| 3500.00000 3500.00| 3100.00000 3100.00
REMOVE TRAFFIC SIGNAL AT N-50 & | | |
FRONTIER ROAD | | |
0264 A620.02 2.000 EACH| 652.00000 1304.00| 1000.00000 2000.00| 650.00000 1300.00
REMOVE LIGHTING CONTROL CENTER | | |
0265 A630.20 7.000 EACH| 81.00000 567.00| 100.00000 700.00| 80.00000 560.00
REMOVE PULL BOX | | |
0266 A699.90 2.000 EACH| 1304.00000 2608.00| 2000.00000 4000.00| 1300.00000 2600.00
REMOVE AND TRANSFER TEMPORARY LIGHTING | | |
SYSTEM | | |
0267 A699.91 1.000 EACH| 652.00000 652.00| 1000.00000 1000.00| 650.00000 650.00
REMOVE AND REINSTALL LIGHTING UNIT | | |
0268 A700.20 3.000 EACH| 923.00000 2769.00| 1200.00000 3600.00| 900.00000 2700.00
RELOCATE STREET LIGHTING UNIT | | |
0269 A750.10 5.000 EACH| 17328.00000 86640.00| 16200.00000 81000.00| 17000.00000 85000.00
MODIFY HIGH MAST TOWER TYPE A | | |
0270 A750.11 3.000 EACH| 17709.00000 53127.00| 16600.00000 49800.00| 17600.00000 52800.00
MODIFY HIGH MAST TOWER TYPE B | | |
0271 A750.12 3.000 EACH| 15351.00000 46053.00| 15000.00000 45000.00| 15300.00000 45900.00
MODIFY HIGH MAST TOWER TYPE C | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 19
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1276
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|KIEWIT WESTERN CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0272 A750.13 1.000 EACH| 17003.00000 17003.00| 16500.00000 16500.00| 17000.00000 17000.00
MODIFY HIGH MAST TOWER TYPE D | | |
0273 A750.14 2.000 EACH| 17383.00000 34766.00| 16500.00000 33000.00| 17300.00000 34600.00
MODIFY HIGH MAST TOWER TYPE E | | |
0274 A780.05 1.000 EACH| 11190.00000 11190.00| 11000.00000 11000.00| 11000.00000 11000.00
TEMPORARY LIGHTING SYSTEM AT STA. 337+40| | |
0275 A780.06 1.000 EACH| 4835.00000 4835.00| 4500.00000 4500.00| 4800.00000 4800.00
TEMPORARY LIGHTING SYSTEM AT STA. 415+00| | |
0276 A780.07 1.000 EACH| 3314.00000 3314.00| 3200.00000 3200.00| 3300.00000 3300.00
TEMPORARY LIGHTING SYSTEM AT STA. 424+00| | |
0277 A780.09 1.000 EACH| 5595.00000 5595.00| 5500.00000 5500.00| 5600.00000 5600.00
TEMPORARY LIGHTING SYSTEM AT STA. | | |
1096+50 | | |
0278 A780.16 1.000 EACH| 4530.00000 4530.00| 4500.00000 4500.00| 4500.00000 4500.00
TEMPORARY LIGHTING SYSTEM AT STA. | | |
1125+80 | | |
0279 A800.55 244.000 DAY | 8.69000 2120.36| 10.00000 2440.00| 8.50000 2074.00
OPERATION AND MAINTENANCE OF TEMPORARY | | |
LIGHTING SYSTEM AT STA. 337+40 | | |
0280 A800.56 30.000 DAY | 27.16000 814.80| 28.00000 840.00| 27.00000 810.00
OPERATION AND MAINTENANCE OF TEMPORARY | | |
LIGHTING SYSTEM AT STA. 415+00 | | |
0281 A800.57 90.000 DAY | 16.30000 1467.00| 17.00000 1530.00| 16.00000 1440.00
OPERATION AND MAINTENANCE OF TEMPORARY | | |
LIGHTING SYSTEM AT STA. 424+00 | | |
0282 A800.65 115.000 DAY | 13.04000 1499.60| 15.00000 1725.00| 13.00000 1495.00
OPERATION AND MAINTENANCE OF TEMPORARY | | |
LIGHTING SYSTEM AT STA. 1096+50 | | |
0283 A800.66 230.000 DAY | 13.04000 2999.20| 15.00000 3450.00| 13.00000 2990.00
OPERATION AND MAINTENANCE OF TEMPORARY | | |
LIGHTING SYSTEM AT STA. 1125+80 | | |
0284 A800.70 867.000 DAY | 4.35000 3771.45| 5.00000 4335.00| 4.30000 3728.10
MAINTENANCE OF LIGHTING UNITS | | |
0285 0003.75 1.000 EACH| 11951.00000 11951.00| 12000.00000 12000.00| 12000.00000 12000.00
TEMPORARY TRAFFIC SIGNAL AT N-50 & SAPP | | |
BROTHERS DRIVE | | |
0286 0003.76 1.000 EACH| 10701.00000 10701.00| 11000.00000 11000.00| 10600.00000 10600.00
TEMPORARY TRAFFIC SIGNAL AT N-50 & WB | | |
RAMP | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 20
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1276
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|KIEWIT WESTERN CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0287 0003.77 1.000 EACH| 10701.00000 10701.00| 11000.00000 11000.00| 10600.00000 10600.00
TEMPORARY TRAFFIC SIGNAL AT N-50 & EB | | |
RAMP | | |
0288 0003.78 1.000 EACH| 12059.00000 12059.00| 12000.00000 12000.00| 12000.00000 12000.00
TEMPORARY TRAFFIC SIGNAL AT N-50 & | | |
FRONTIER ROAD | | |
0289 0030.81 LUMP| 10864.00000 10864.00| 30000.00000 30000.00| 11000.00000 11000.00
MOBILIZATION | | |
SECTION TOTALS | $ 1,012,822.62| $ 1,020,516.55| $ 1,008,088.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0011 GROUP 8C SIGNING
| | |
0290 A010.08 23.000 EACH| 869.14000 19990.22| 850.00000 19550.00| 1700.00000 39100.00
LUMINAIRE, TYPE HPS-150 | | |
0291 0030.82 LUMP| 8691.00000 8691.00| 8500.00000 8500.00| 9000.00000 9000.00
MOBILIZATION | | |
0292 7308.00 4.000 EACH| 1738.00000 6952.00| 1700.00000 6800.00| 1650.00000 6600.00
REMOVE SIGN, STRUCTURE, AND FOUNDATION | | |
0293 7312.00 1.000 EACH| 25314.00000 25314.00| 24000.00000 24000.00| 23300.00000 23300.00
OVERHEAD SIGN SUPPORT, LOCATION 16 | | |
0294 7312.01 1.000 EACH| 25314.00000 25314.00| 24000.00000 24000.00| 23300.00000 23300.00
OVERHEAD SIGN SUPPORT, LOCATION 17 | | |
0295 7312.02 1.000 EACH| 25314.00000 25314.00| 24000.00000 24000.00| 23300.00000 23300.00
OVERHEAD SIGN SUPPORT, LOCATION 18 | | |
0296 7312.03 1.000 EACH| 25314.00000 25314.00| 24000.00000 24000.00| 23300.00000 23300.00
OVERHEAD SIGN SUPPORT, LOCATION 19 | | |
0297 7312.04 1.000 EACH| 52094.00000 52094.00| 50000.00000 50000.00| 49000.00000 49000.00
OVERHEAD SIGN SUPPORT, LOCATION 20 | | |
0298 7312.05 1.000 EACH| 49541.00000 49541.00| 48000.00000 48000.00| 47500.00000 47500.00
OVERHEAD SIGN SUPPORT, LOCATION 25 | | |
0299 7312.06 1.000 EACH| 47911.00000 47911.00| 46000.00000 46000.00| 46000.00000 46000.00
OVERHEAD SIGN SUPPORT, LOCATION 26 | | |
0300 7312.07 1.000 EACH| 46390.00000 46390.00| 45000.00000 45000.00| 44800.00000 44800.00
OVERHEAD SIGN SUPPORT, LOCATION 27 | | |
0301 7312.08 1.000 EACH| 46064.00000 46064.00| 45000.00000 45000.00| 44500.00000 44500.00
OVERHEAD SIGN SUPPORT, LOCATION 28 | | |
0302 7312.09 1.000 EACH| 25314.00000 25314.00| 25000.00000 25000.00| 24000.00000 24000.00
OVERHEAD SIGN SUPPORT, LOCATION 31 | | |
0303 7312.10 1.000 EACH| 25314.00000 25314.00| 25000.00000 25000.00| 24000.00000 24000.00
OVERHEAD SIGN SUPPORT, LOCATION 32 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 21
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1276
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|KIEWIT WESTERN CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0304 7312.11 1.000 EACH| 25314.00000 25314.00| 25000.00000 25000.00| 24000.00000 24000.00
OVERHEAD SIGN SUPPORT, LOCATION 33 | | |
0305 7312.12 1.000 EACH| 25314.00000 25314.00| 25000.00000 25000.00| 24000.00000 24000.00
OVERHEAD SIGN SUPPORT, LOCATION 34 | | |
0306 7322.01 299.000 SY | 173.83000 51975.17| 175.00000 52325.00| 165.00000 49335.00
TYPE B SIGN | | |
0307 7340.00 2505.000 LB | 2.28000 5711.40| 2.30000 5761.50| 2.20000 5511.00
STRUCTURAL STEEL FOR SIGN SUPPORTS | | |
0308 7360.24 12.000 EACH| 543.21000 6518.52| 550.00000 6600.00| 520.00000 6240.00
24" SIGN SUPPORT FOOTING | | |
0309 7390.10 11.000 EACH| 679.02000 7469.22| 700.00000 7700.00| 650.00000 7150.00
REMOVE SIGN, POST, AND FOOTING | | |
SECTION TOTALS | $ 551,819.53| $ 537,236.50| $ 543,936.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0012 GROUP 10 GENERAL ITEMS
| | |
0310 0001.08 167982.000 BDAY| 0.21000 35276.22| 0.26000 43675.32| 0.27000 45355.14
BARRICADE, TYPE II | | |
0311 0001.10 17444.000 BDAY| 3.26000 56867.44| 1.75000 30527.00| 1.80000 31399.20
BARRICADE, TYPE III | | |
0312 0001.30 5434.000 LDAY| 3.26000 17714.84| 0.80000 4347.20| 0.80000 4347.20
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0313 0001.75 2376.000 EACH| 2.17000 5155.92| 3.25000 7722.00| 3.30000 7840.80
TEMPORARY SIGN DAY | | |
0314 0001.90 51382.000 EACH| 1.09000 56006.38| 0.20000 10276.40| 0.20000 10276.40
SIGN DAY | | |
0315 0002.30 147000.000 LF | 0.23000 33810.00| 0.30000 44100.00| 0.25000 36750.00
PAVEMENT MARKING REMOVAL | | |
0316 0002.44 295000.000 LF | 0.10000 29500.00| 0.10000 29500.00| 0.10000 29500.00
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0317 0002.47 144000.000 LF | 0.16000 23040.00| 0.25000 36000.00| 0.25000 36000.00
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0318 0002.48 2000.000 EACH| 4.35000 8700.00| 3.10000 6200.00| 3.20000 6400.00
TEMPORARY RAISED PAVEMENT MARKER | | |
0319 0002.85 60.000 EACH| 42.37000 2542.20| 45.00000 2700.00| 45.00000 2700.00
TUBULAR POST | | |
0320 0002.97 335.000 DAY | 92.35000 30937.25| 100.00000 33500.00| 97.00000 32495.00
FLASHING ARROW PANEL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 22
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(1) 0049 |(2) 0103 |(3) 1276
|HAWKINS CONSTRUCTION COMPANY|VRANA & SON CONSTRUCTION CO.|KIEWIT WESTERN CO.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0321 0003.10 52.000 DAY | 354.33000 18425.16| 224.00000 11648.00| 400.00000 20800.00
FLAGGING | | |
0322 0003.51 26525.000 LF | 2.41000 63925.25| 3.20000 84880.00| 6.00000 159150.00
INSTALL CONCRETE PROTECTION BARRIER | | |
0323 0003.53 12500.000 LF | 6.46000 80750.00| 7.00000 87500.00| 7.00000 87500.00
TEMPORARY GLARE SCREEN | | |
0324 0003.56 16200.000 LF | 2.35000 38070.00| 1.80000 29160.00| 3.00000 48600.00
RELOCATE CONCRETE PROTECTION BARRIER | | |
0325 0003.57 10.000 EACH| 543.00000 5430.00| 1100.00000 11000.00| 1050.00000 10500.00
RELOCATE INERTIAL BARRIER SYSTEM | | |
0326 0003.58 5.000 EACH| 2580.00000 12900.00| 1800.00000 9000.00| 2500.00000 12500.00
INERTIAL BARRIER SYSTEM | | |
0327 0003.64 5.000 EACH| 646.00000 3230.00| 750.00000 3750.00| 780.00000 3900.00
REPLACEMENT MODULE | | |
0328 0005.10 200.000 DAY | 162.96000 32592.00| 90.00000 18000.00| 90.00000 18000.00
TRAFFIC CONTROL MANAGEMENT | | |
0329 0010.04 1.000 EACH| 2134.00000 2134.00| 4800.00000 4800.00| 5000.00000 5000.00
FIELD OFFICE | | |
0330 0030.00 LUMP| 4864.00000 4864.00| 10000.00000 10000.00| 50000.00000 50000.00
MOBILIZATION | | |
0331 1017.00 4.136 LS | 198273.00000 198273.00| 192700.00000 192700.00| 185000.00000 185000.00
CONSTRUCTION STAKING AND SURVEYING | | |
0332 7019.60 2.000 EACH| 8691.00000 17382.00| 32400.00000 64800.00| 8700.00000 17400.00
INSTALL IMPACT ATTENUATOR | | |
0333 7019.65 5.000 EACH| 1086.00000 5430.00| 4300.00000 21500.00| 1100.00000 5500.00
RELOCATE IMPACT ATTENUATOR | | |
SECTION TOTALS | $ 782,955.66| $ 797,285.92| $ 866,913.74
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 18,862,392.57| $ 19,008,043.13| $ 19,703,224.28
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 23
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(4) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 79.000 ACRE| 84.00000 6636.00| |
COVER CROP SEEDING | | |
0002 L020.00 10861.000 SY | 1.47000 15965.67| |
EROSION CONTROL | | |
0003 L020.01 11054.000 SY | 4.52000 49964.08| |
EROSION CONTROL, TYPE A | | |
0004 L020.08 2878.000 SY | 4.52000 13008.56| |
EROSION CONTROL, TYPE AA | | |
0005 L020.09 841.000 SY | 12.60000 10596.60| |
EROSION CONTROL, TYPE AAA | | |
0006 L020.10 16435.000 SY | 1.68000 27610.80| |
EROSION CONTROL, TYPE HV | | |
0007 L020.13 1460.000 SY | 1.58000 2306.80| |
EROSION CONTROL, TYPE J | | |
0008 L021.01 643.000 BALE| 14.70000 9452.10| |
EROSION CHECKS, TYPE A | | |
0009 L021.06 715.000 BALE| 13.65000 9759.75| |
EROSION CHECKS, TYPE HV | | |
0010 L021.21 168.000 BALE| 14.70000 2469.60| |
EROSION CHECKS, TYPE AA | | |
0011 L021.22 42.000 BALE| 26.25000 1102.50| |
EROSION CHECKS, TYPE AAA | | |
0012 L022.11 3785.000 LF | 2.21000 8364.85| |
FABRIC SILT FENCE-LOW POROSITY | | |
0013 L022.12 124.000 LF | 2.63000 326.12| |
FABRIC SILT FENCE-HIGH POROSITY | | |
0014 L022.23 1322.000 LF | 6.30000 8328.60| |
FABRIC SILT FENCE-WP-WW-LOW POROSITY | | |
0015 L022.24 1616.000 LF | 6.30000 10180.80| |
FABRIC SILT FENCE-WP-WW-HIGH POROSITY | | |
0016 0030.10 LUMP| 170000.00000 170000.00| |
MOBILIZATION | | |
0017 1000.00 4.000 EACH| 525.00000 2100.00| |
LARGE TREE REMOVAL | | |
0018 1009.00 LUMP| 47250.00000 47250.00| |
GENERAL CLEARING AND GRUBBING | | |
0019 1010.01 375870.000 CY | 2.89000 1086264.30| |
EXCAVATION (ESTABLISHED QUANTITY) | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 24
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(4) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1011.00 1190.000 MGAL| 7.35000 8746.50| |
WATER | | |
0021 1021.10 280.000 EACH| 2.63000 736.40| |
REMOVE DELINEATOR UNITS | | |
0022 1045.00 4.600 ACRE| 3150.00000 14490.00| |
RESTORE BORROW PIT | | |
0023 1101.25 2104.000 LF | 2.50000 5260.00| |
SAWING PAVEMENT | | |
0024 1107.00 49.000 SY | 5.25000 257.25| |
REMOVE WALK | | |
0025 1109.00 1297.000 LF | 2.31000 2996.07| |
REMOVE CURB | | |
0026 1111.00 26049.000 LF | 0.93000 24225.57| |
REMOVE FENCE | | |
0027 1122.01 2141.000 SY | 3.15000 6744.15| |
REMOVE CONCRETE MEDIAN SURFACING | | |
0028 1123.00 259.000 SY | 4.20000 1087.80| |
REMOVE CONCRETE DITCH LINER | | |
0029 3275.20 124795.000 SY | 2.63000 328210.85| |
CRUSH CONCRETE PAVEMENT | | |
0030 7017.00 8461.000 LF | 3.16000 26736.76| |
REMOVE GUARDRAIL | | |
0031 9110.01 70.000 HOUR| 94.97000 6647.90| |
RENTAL OF LOADER, FULLY OPERATED | | |
0032 9110.03 70.000 HOUR| 57.75000 4042.50| |
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0033 9110.07 70.000 HOUR| 69.13000 4839.10| |
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 1,916,707.98| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 1A MSE WALL
| | |
0034 0030.10 LUMP| 14500.00000 14500.00| |
MOBILIZATION | | |
0035 4095.00 3519.000 SF | 15.97000 56198.43| |
CONCRETE FACE PANELS | | |
0036 4095.10 577.000 LF | 9.35000 5394.95| |
CONCRETE LEVELING PADS | | |
0037 4095.20 602.000 LF | 50.91000 30647.82| |
COPING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 25
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(4) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0038 8024.75 1910.000 CY | 18.12000 34609.20| |
SELECT GRANULAR BACKFILL FOR MSE WALL | | |
SECTION TOTALS | $ 141,350.40| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 3 CONCRETE PAVEMENT
| | |
0039 A069.15 3760.000 LF | 3.94000 14814.40| |
1 1/2-INCH CONDUIT IN MEDIAN BARRIER | | |
0040 0002.61 880.000 EACH| 30.45000 26796.00| |
PLOWABLE PAVEMENT MARKER | | |
0041 0030.30 LUMP| 1200000.00000 1200000.00| |
MOBILIZATION | | |
0042 1020.01 173.000 EACH| 13.65000 2361.45| |
DELINEATOR, TYPE I | | |
0043 1020.02 205.000 EACH| 14.70000 3013.50| |
DELINEATOR, TYPE II | | |
0044 2010.03 476.000 TON | 17.37000 8268.12| |
CRUSHED ROCK SURFACE COURSE | | |
0045 3008.05 460.000 EACH| 7.09000 3261.40| |
TIE BARS | | |
0046 3010.12 1287.000 LF | 16.33000 21016.71| |
CONCRETE CLASS 47B-3500 LIP CURB, TYPE | | |
II | | |
0047 3011.25 922.000 LF | 7.46000 6878.12| |
CONCRETE CLASS 47B-3500 CURB TYPE II | | |
0048 3013.13 650.000 LF | 33.71000 21911.50| |
CONCRETE CLASS 47BD-4000 BARRIER CURB | | |
0049 3013.30 2.000 EACH| 2273.25000 4546.50| |
CONCRETE CLASS 47BD-4000 BARRIER | | |
TRANSITION SECTION | | |
0050 3016.03 50.000 SY | 28.68000 1434.00| |
CONCRETE CLASS 47B-3000 SIDEWALK 5" | | |
0051 3017.40 3628.000 SY | 25.57000 92767.96| |
CONCRETE CLASS 47B-3000 MEDIAN SURFACING| | |
0052 3017.43 354.000 SY | 28.82000 10202.28| |
6" CONCRETE CLASS 47B-3000 MEDIAN | | |
SURFACING | | |
0053 3025.00 8601.000 LF | 35.93000 309033.93| |
CONCRETE CLASS 47BD-4000 MEDIAN BARRIER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 26
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(4) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0054 3025.04 2050.000 LF | 43.21000 88580.50| |
CONCRETE CLASS 47BD-4000 MEDIAN BARRIER | | |
DOWELED | | |
0055 3027.00 10.000 EACH| 3248.70000 32487.00| |
CONCRETE CLASS 47BD-4000 MEDIAN BARRIER | | |
TRANSITION SECTION | | |
0056 3027.03 2.000 EACH| 3953.25000 7906.50| |
CONCRETE CLASS 47BD-4000 MEDIAN BARRIER | | |
TRANSITION SECTION (MODIFIED) | | |
0057 3075.52 15819.000 SY | 29.12000 460649.28| |
10" CONCRETE PAVEMENT, CLASS 47B-3500 | | |
0058 3075.56 30192.000 SY | 30.89000 932630.88| |
10" DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-3500 | | |
0059 3075.92 68541.000 SY | 34.55000 2368091.55| |
14" CONCRETE PAVEMENT, CLASS 47B-3500 | | |
0060 3075.96 141603.000 SY | 37.75000 5345513.25| |
14" DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-3500 | | |
0061 3089.25 47530.000 SY | 38.54000 1831806.20| |
TEMPORARY SURFACING 10" | | |
0062 3091.27 1413.000 SY | 41.08000 58046.04| |
10" DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-HE-3500 | | |
0063 3091.32 2289.000 SY | 46.08000 105477.12| |
14" DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-HE-3500 | | |
0064 3300.50 4.136 LS | 14228.95000 14228.95| |
PORTLAND CEMENT CONCRETE SMOOTHNESS | | |
TESTING | | |
0065 3300.65 130.000 EACH| 129.44000 16827.20| |
CONCRETE PAVEMENT THICKNESS CORE | | |
0066 4763.26 144.000 EACH| 183.75000 26460.00| |
UNDERDRAIN HEADWALL | | |
0067 4764.34 2340.000 LF | 2.89000 6762.60| |
4" NONPERFORATED PIPE UNDERDRAIN | | |
0068 4764.35 45906.000 LF | 2.73000 125323.38| |
4" PERFORATED PIPE UNDERDRAIN | | |
0069 6010.75 147.600 CY | 436.33000 64402.31| |
CLASS 47BD-4000 CONCRETE FOR PIER | | |
PROTECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 27
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(4) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0070 6107.00 169.000 SY | 104.84000 17717.96| |
CONCRETE SLOPE PROTECTION | | |
0071 6131.75 15333.000 LB | 0.74000 11346.42| |
EPOXY COATED REINFORCING STEEL FOR PIER | | |
PROTECTION | | |
0072 7492.14 33500.000 LF | 1.58000 52930.00| |
4" WHITE DURABLE LIQUID PAVEMENT MARKING| | |
0073 7492.24 42500.000 LF | 1.58000 67150.00| |
4" YELLOW DURABLE LIQUID PAVEMENT | | |
MARKING | | |
0074 7502.14 14000.000 LF | 2.60000 36400.00| |
4" WHITE PREFORMED PAVEMENT MARKING, | | |
TYPE 4, GROOVED | | |
0075 7508.14 8600.000 LF | 11.55000 99330.00| |
12" WHITE PREFORMED PAVEMENT MARKING, | | |
TYPE 4, GROOVED | | |
0076 8011.05 20207.000 SY | 7.49000 151350.43| |
CRUSHED ROCK FOUNDATION COURSE 6" | | |
0077 8032.04 40965.000 SY | 1.07000 43832.55| |
CRUSHED CONCRETE FOUNDATION COURSE 4" | | |
0078 8032.05 212153.000 SY | 1.13000 239732.89| |
CRUSHED CONCRETE FOUNDATION COURSE 5" | | |
0079 9009.88 9222.000 SY | 35.03000 323046.66| |
SURFACING 10" | | |
0080 9111.00 888.000 MGAL| 12.60000 11188.80| |
WATER | | |
0081 9170.00 513.274 STA | 102.90000 52815.89| |
EARTH SHOULDER CONSTRUCTION | | |
0082 9173.20 258846.000 SY | 1.29000 333911.34| |
SUBGRADE PREPARATION | | |
0083 9179.34 51633.000 SY | 3.68000 190009.44| |
COLD MILLING, CLASS 4 | | |
0084 9188.01 303.000 SY | 66.68000 20204.04| |
BITUMINOUS SURFACE COURSE 14" | | |
0085 9188.50 512.000 SY | 19.95000 10214.40| |
SURFACING UNDER GUARDRAIL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 28
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(4) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 14,872,679.45| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4 CULVERTS
| | |
0086 P070.12 250.000 LF | 20.22000 5055.00| |
12" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | | |
0087 P070.18 142.000 LF | 25.04000 3555.68| |
18" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | | |
0088 P070.24 28.000 LF | 37.21000 1041.88| |
24" CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 | | |
0089 P120.18 103.000 LF | 26.66000 2745.98| |
18" CULVERT PIPE, TYPE 2 | | |
0090 P120.24 276.000 LF | 36.18000 9985.68| |
24" CULVERT PIPE, TYPE 2 | | |
0091 P120.30 201.000 LF | 47.10000 9467.10| |
30" CULVERT PIPE, TYPE 2 | | |
0092 P120.36 26.000 LF | 66.94000 1740.44| |
36" CULVERT PIPE, TYPE 2 | | |
0093 P120.48 30.000 LF | 94.50000 2835.00| |
48" CULVERT PIPE, TYPE 2 | | |
0094 P128.18 40.000 LF | 20.71000 828.40| |
18" CULVERT PIPE, TYPE 2 CLASS IV | | |
0095 P128.24 32.000 LF | 32.03000 1024.96| |
24" CULVERT PIPE, TYPE 2 CLASS IV | | |
0096 P300.48 66.000 LF | 81.17000 5357.22| |
48" CULVERT PIPE, TYPE 3,4 OR 5 | | |
0097 P402.24 161.000 LF | 38.59000 6212.99| |
24" CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0098 P402.36 119.000 LF | 54.13000 6441.47| |
36" CULVERT PIPE, TYPE 3,4,5 OR 6 | | |
0099 P406.48 62.000 LF | 83.21000 5159.02| |
48" CULVERT PIPE, TYPE 2,3,4 OR 5 | | |
0100 P406.60 58.000 LF | 128.17000 7433.86| |
60" CULVERT PIPE, TYPE 2,3,4 OR 5 | | |
0101 P700.18 7837.000 LF | 25.86000 202664.82| |
18" STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0102 P700.21 942.000 LF | 28.72000 27054.24| |
21" STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0103 P702.18 104.000 LF | 27.77000 2888.08| |
18" STORM SEWER PIPE, TYPE 1 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 29
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(4) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0104 0030.40 LUMP| 85000.00000 85000.00| |
MOBILIZATION | | |
0105 1043.50 325.000 SY | 3.35000 1088.75| |
RIPRAP FILTER FABRIC | | |
0106 1090.02 2.000 EACH| 246.75000 493.50| |
ABANDON INLET | | |
0107 1117.00 2.000 EACH| 333.90000 667.80| |
REMOVE MANHOLE | | |
0108 1119.00 15.000 EACH| 379.05000 5685.75| |
REMOVE INLET | | |
0109 4004.50 102850.000 LB | 1.50000 154275.00| |
CAST IRON GRATE AND FRAME | | |
0110 4005.00 1025.000 LB | 1.10000 1127.50| |
CAST IRON RING AND COVER | | |
0111 4015.50 3.000 EACH| 1098.30000 3294.90| |
RECONSTRUCT MANHOLE | | |
0112 4016.00 1.000 EACH| 2342.55000 2342.55| |
MANHOLE AT STA. 387+08 LT. | | |
0113 4016.01 1.000 EACH| 2463.30000 2463.30| |
MANHOLE AT STA. 813+00 RT. | | |
0114 4018.00 1.000 EACH| 591.15000 591.15| |
TAPPING EXISTING STRUCTURE | | |
0115 4035.00 11.000 EACH| 292.95000 3222.45| |
REMOVE FLARED-END SECTION | | |
0116 4040.00 19.000 EACH| 415.80000 7900.20| |
REMOVE HEADWALLS FROM CULVERTS | | |
0117 4043.50 1634.000 LF | 7.60000 12418.40| |
REMOVE SEWER PIPE | | |
0118 4044.00 1.000 EACH| 4854.15000 4854.15| |
PREPARATION OF STRUCTURE AT STA. | | |
354+08.1 | | |
0119 4044.01 1.000 EACH| 3072.30000 3072.30| |
PREPARATION OF STRUCTURE AT STA. | | |
372+13.2 | | |
0120 4044.02 1.000 EACH| 2523.15000 2523.15| |
PREPARATION OF STRUCTURE AT STA. | | |
394+46.2 | | |
0121 4044.03 1.000 EACH| 2849.70000 2849.70| |
PREPARATION OF STRUCTURE AT STA. | | |
1099+22.2 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 30
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(4) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0122 4044.04 1.000 EACH| 2849.70000 2849.70| |
PREPARATION OF STRUCTURE AT STA. | | |
1120+95.3 | | |
0123 4044.05 1.000 EACH| 3072.30000 3072.30| |
PREPARATION OF STRUCTURE AT STA. | | |
1325+75.4 | | |
0124 4044.06 1.000 EACH| 470.40000 470.40| |
PREPARATION OF STRUCTURE AT STA. | | |
1502+33.5 | | |
0125 4045.00 1.000 EACH| 1243.20000 1243.20| |
REMOVE STRUCTURE AT STA. 387+08.5 RT. | | |
0126 4045.01 1.000 EACH| 401.10000 401.10| |
REMOVE STRUCTURE AT STA. 422+60 RT. | | |
0127 4045.02 1.000 EACH| 472.50000 472.50| |
REMOVE STRUCTURE AT STA. 423+11 LT. | | |
0128 4045.03 1.000 EACH| 477.75000 477.75| |
REMOVE STRUCTURE AT STA. 430+98 RT. | | |
0129 4045.04 1.000 EACH| 460.95000 460.95| |
REMOVE STRUCTURE AT STA. 431+45 LT. | | |
0130 4045.05 1.000 EACH| 525.00000 525.00| |
REMOVE STRUCTURE AT STA. 1624+78 TO STA.| | |
1624+99 RT. | | |
0131 4050.01 1084.000 CY | 8.57000 9289.88| |
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0132 4051.01 581.000 CY | 13.34000 7750.54| |
EXCAVATION FOR BOX CULVERTS | | |
0133 4100.06 1.200 CY | 727.65000 873.18| |
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
HEADWALL | | |
0134 4101.06 415.800 CY | 307.65000 127920.87| |
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
BOX CULVERT | | |
0135 4105.59 260.560 CY | 424.20000 110529.55| |
CLASS 47B-3000 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0136 4107.07 11.130 CY | 561.75000 6252.28| |
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
CONCRETE COLLARS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 31
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(4) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0137 4130.06 0.860 CY | 598.50000 514.71| |
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
PIPE CULVERT PLUG | | |
0138 4135.01 50.000 LB | 0.87000 43.50| |
REINFORCING STEEL FOR PIPE CULVERT PLUG | | |
0139 4150.00 113.000 LB | 0.87000 98.31| |
REINFORCING STEEL FOR HEADWALL | | |
0140 4151.00 40189.000 LB | 0.70000 28132.30| |
REINFORCING STEEL FOR BOX CULVERT | | |
0141 4155.50 27371.000 LB | 0.76000 20801.96| |
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0142 4157.00 862.000 LB | 0.80000 689.60| |
REINFORCING STEEL FOR COLLARS | | |
0143 4310.18 16.000 EACH| 427.35000 6837.60| |
18" FLARED-END SECTION | | |
0144 4310.21 1.000 EACH| 465.15000 465.15| |
21" FLARED-END SECTION | | |
0145 4310.24 11.000 EACH| 477.75000 5255.25| |
24" FLARED-END SECTION | | |
0146 4310.30 7.000 EACH| 557.55000 3902.85| |
30" FLARED-END SECTION | | |
0147 4310.36 5.000 EACH| 719.25000 3596.25| |
36" FLARED-END SECTION | | |
0148 4310.48 2.000 EACH| 1650.60000 3301.20| |
48" FLARED-END SECTION | | |
0149 4670.05 8.000 CY | 70.35000 562.80| |
CULVERT SANDFILL | | |
0150 4850.18 40.000 LF | 123.90000 4956.00| |
JACKING 18" CULVERT PIPE, TYPE 2 CLASS | | |
IV | | |
0151 4850.24 32.000 LF | 162.75000 5208.00| |
JACKING 24" CULVERT PIPE, TYPE 2 CLASS | | |
IV | | |
0152 6105.02 262.000 TON | 27.65000 7244.30| |
ROCK RIPRAP, TYPE B | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 32
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(4) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 959,561.35| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 5 SEEDING
| | |
0153 L001.01 69.000 ACRE| 534.45000 36877.05| |
SEEDING, TYPE A | | |
0154 L001.02 15.000 ACRE| 429.45000 6441.75| |
SEEDING, TYPE B | | |
0155 L020.07 6221.000 SY | 3.15000 19596.15| |
EROSION CONTROL, TYPE B-1 | | |
0156 L032.75 189.000 TON | 68.25000 12899.25| |
MULCH | | |
0157 0030.50 LUMP| 7500.00000 7500.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 83,314.20| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 6 BRIDGE AT STA. 1465+23.95
1-49', 1-54', & 2-76' SPAN WELDED PLATE STEEL GIRDER BRIDGE
| | |
0158 0030.60 LUMP| 36750.00000 36750.00| |
MOBILIZATION | | |
0159 6005.35 34.000 LF | 168.00000 5712.00| |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0160 6008.40 489.000 SY | 304.50000 148900.50| |
PLACING, FINISHING, AND CURING CONCRETE | | |
OVERLAY-SF | | |
0161 6010.26 112.400 CY | 577.50000 64911.00| |
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0162 6016.02 35.000 CY | 966.00000 33810.00| |
CONCRETE FOR OVERLAYS-SF | | |
0163 6030.00 1.000 EACH| 91350.00000 91350.00| |
PREPARATION OF BRIDGE AT STA. 1465+23.95| | |
0164 6131.50 3517.000 LB | 2.10000 7385.70| |
EPOXY COATED REINFORCING STEEL | | |
SECTION TOTALS | $ 388,819.20| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 6A BRIDGE AT STA. 368+64.62
1-47',1-172'& 1-39' SPAN WELDED PLATE STL GRDR BRDG-WIDENING
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 33
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(4) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0165 0020.00 1000.000 HOUR| 0.80000 800.00| |
TRAINING | | |
0166 0030.60 LUMP| 150000.00000 150000.00| |
MOBILIZATION | | |
0167 3050.15 795.900 CY | 326.31000 259710.13| |
CONCRETE FOR PAVEMENT APPROACHES CLASS | | |
47BD-4000 | | |
0168 3051.10 79360.000 LB | 1.00000 79360.00| |
EPOXY COATED REINFORCING STEEL FOR | | |
PAVEMENT APPROACHES | | |
0169 6000.10 5.000 LS | 24149.78000 24149.78| |
ABUTMENT NO.1 EXCAVATION | | |
0170 6000.11 5.000 LS | 24149.78000 24149.78| |
ABUTMENT NO.2 EXCAVATION | | |
0171 6000.20 350.000 LS | 6978.42000 6978.42| |
PIER NO.1 EXCAVATION | | |
0172 6000.21 370.000 LS | 7676.72000 7676.72| |
PIER NO.2 EXCAVATION | | |
0173 6005.35 315.000 LF | 86.01000 27093.15| |
PRECOMPRESSED POLYURETHANE FOAM JOINT | | |
0174 6005.85 10.000 EACH| 1575.00000 15750.00| |
GUIDED BEARING DEVICE, TYPE II | | |
0175 6010.22 475.500 CY | 611.53000 290782.52| |
CLASS 47B-3000 CONCRETE FOR BRIDGE | | |
0176 6010.26 412.900 CY | 698.87000 288563.42| |
CLASS 47BD-4000 CONCRETE FOR BRIDGE | | |
0177 6030.01 1.000 EACH| 161664.00000 161664.00| |
PREPARATION OF BRIDGE AT STA. 368+64.62 | | |
0178 6080.00 815.000 LB | 7.72000 6291.80| |
STRUCTURAL STEEL FOR SUBSTRUCTURE | | |
0179 6081.00 409005.000 LB | 2.58000 1055232.90| |
STRUCTURAL STEEL FOR SUPERSTRUCTURE | | |
0180 6107.00 428.000 SY | 80.58000 34488.24| |
CONCRETE SLOPE PROTECTION | | |
0181 6131.50 177150.000 LB | 1.11000 196636.50| |
EPOXY COATED REINFORCING STEEL | | |
0182 6139.50 110.000 SY | 34.13000 3754.30| |
SUBSURFACE DRAINAGE MATTING | | |
0183 6210.14 5000.000 LF | 31.93000 159650.00| |
HP 12"X53# STEEL PILING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 34
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(4) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0184 6601.15 500.000 LF | 14.70000 7350.00| |
1 1/2" CONDUIT IN BRIDGE | | |
0185 6951.12 2850.000 EACH| 5.75000 16387.50| |
SHEAR CONNECTORS | | |
0186 8091.00 430.000 CY | 24.04000 10337.20| |
GRANULAR BACKFILL | | |
SECTION TOTALS | $ 2,826,806.36| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 7 GUARDRAIL
| | |
0187 0003.58 1.000 EACH| 1837.50000 1837.50| |
INERTIAL BARRIER SYSTEM | | |
0188 0030.70 LUMP| 6500.00000 6500.00| |
MOBILIZATION | | |
0189 7011.20 450.000 LF | 20.50000 9225.00| |
W-BEAM GUARDRAIL | | |
0190 7018.01 320.000 LF | 13.58000 4345.60| |
RESET GUARDRAIL | | |
0191 7019.50 1.000 EACH| 36393.00000 36393.00| |
IMPACT ATTENUATOR | | |
0192 7020.00 5.000 EACH| 1260.00000 6300.00| |
BRIDGE APPROACH SECTIONS | | |
0193 7024.25 5.000 EACH| 2043.30000 10216.50| |
GUARDRAIL END TREATMENT, TYPE I | | |
SECTION TOTALS | $ 74,817.60| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0009 GROUP 7B FENCING
| | |
0194 0030.71 LUMP| 18000.00000 18000.00| |
MOBILIZATION | | |
0195 7100.00 139.000 LF | 7.68000 1067.52| |
RIGHT-OF-WAY FENCE SPECIAL | | |
0196 7103.00 4.000 EACH| 87.11000 348.44| |
END POSTS | | |
0197 7104.00 5.000 EACH| 87.11000 435.55| |
PULL POSTS | | |
0198 7105.00 5.000 EACH| 87.11000 435.55| |
CORNER POSTS | | |
0199 7106.20 1.000 EACH| 645.75000 645.75| |
20' VEHICLE GATE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 35
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(4) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0200 7110.05 26690.000 LF | 6.20000 165478.00| |
5 FOOT CHAIN-LINK FENCE | | |
0201 7114.15 1.000 EACH| 157.50000 157.50| |
CHANNEL CROSSING, TYPE A FOR 5 FOOT | | |
CHAIN-LINK FENCE | | |
0202 7115.05 23.000 EACH| 77.77000 1788.71| |
END POST FOR 5 FOOT CHAIN-LINK FENCE | | |
0203 7116.05 65.000 EACH| 85.82000 5578.30| |
CORNER POST FOR 5 FOOT CHAIN-LINK FENCE | | |
0204 7117.05 63.000 EACH| 85.81000 5406.03| |
PULL POST FOR 5 FOOT CHAIN-LINK FENCE | | |
0205 7130.00 2681.000 LF | 1.26000 3378.06| |
BARBED WIRE FENCE | | |
SECTION TOTALS | $ 202,719.41| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0010 GROUP 8B ELECTRICAL
| | |
0206 A001.01 61.000 EACH| 551.25000 33626.25| |
PULL BOX, TYPE PB-1 | | |
0207 A001.02 14.000 EACH| 525.00000 7350.00| |
PULL BOX, TYPE PB-1A | | |
0208 A001.06 2.000 EACH| 756.00000 1512.00| |
PULL BOX, TYPE PB-2A | | |
0209 A001.12 7.000 EACH| 483.00000 3381.00| |
PULL BOX, TYPE PB-5 | | |
0210 A001.16 28.000 EACH| 535.50000 14994.00| |
PULL BOX, TYPE PB-6 | | |
0211 A001.55 4.000 EACH| 693.00000 2772.00| |
SERVICE BOX 24" X 36" | | |
0212 A004.00 32.000 EACH| 787.50000 25200.00| |
TRAFFIC SIGNAL, TYPE TS-1 | | |
0213 A004.04 6.000 EACH| 1144.50000 6867.00| |
TRAFFIC SIGNAL, TYPE TS-1LL | | |
0214 A004.20 2.000 EACH| 766.50000 1533.00| |
TRAFFIC SIGNAL, TYPE TS-1L | | |
0215 A004.22 2.000 EACH| 1008.00000 2016.00| |
TRAFFIC SIGNAL, TYPE TS-1LB | | |
0216 A004.40 1.000 EACH| 577.50000 577.50| |
TRAFFIC SIGNAL, TYPE TS-2 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 36
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(4) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0217 A006.84 1.000 EACH| 656.25000 656.25| |
PEDESTAL POLE, TYPE PP-10 | | |
0218 A006.98 55.000 EACH| 199.50000 10972.50| |
VEHICLE DETECTOR, TYPE A PREFORMED | | |
0219 A007.00 51.000 EACH| 220.50000 11245.50| |
VEHICLE DETECTOR, TYPE B PREFORMED | | |
0220 A007.08 4.000 EACH| 546.00000 2184.00| |
VEHICLE DETECTOR, TYPE TD-3 | | |
0221 A007.15 3.000 EACH| 525.00000 1575.00| |
VEHICLE DETECTOR, TYPE TD-5 | | |
0222 A009.59 2.000 EACH| 2037.00000 4074.00| |
STREET LIGHTING UNIT, TYPE | | |
SL-BT-45-12-0.20 | | |
0223 A009.73 22.000 EACH| 1953.00000 42966.00| |
STREET LIGHTING UNIT, TYPE SL-S-45-6 & | | |
6-0.20 | | |
0224 A010.20 48.000 EACH| 771.75000 37044.00| |
LUMINAIRE, TYPE HML-A-1KW | | |
0225 A010.26 36.000 EACH| 771.75000 27783.00| |
LUMINAIRE, TYPE HML-V-1KW | | |
0226 A010.59 4.000 EACH| 577.50000 2310.00| |
UNDERDECK LUMINAIRE, TYPE UD-200 | | |
0227 A012.05 1.000 EACH| 6063.75000 6063.75| |
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-45-12 | | |
0228 A012.60 1.000 EACH| 6090.00000 6090.00| |
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE TYPE CMP-50-12 | | |
0229 A012.90 5.000 EACH| 7854.00000 39270.00| |
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-60-12 | | |
0230 A012.95 3.000 EACH| 8032.50000 24097.50| |
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-65-12 | | |
0231 A016.74 2.000 EACH| 6888.00000 13776.00| |
MAST ARM SIGNAL POLE, TYPE MP-50-45 | | |
0232 A016.80 1.000 EACH| 6588.75000 6588.75| |
MAST ARM SIGNAL POLE, TYPE MP-60 | | |
0233 A016.90 1.000 EACH| 7444.50000 7444.50| |
MAST ARM SIGNAL POLE, TYPE MP-70 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 37
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(4) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0234 A016.95 1.000 EACH| 8400.00000 8400.00| |
MAST ARM SIGNAL POLE, TYPE MP-75 | | |
0235 A018.81 11.000 EACH| 2667.00000 29337.00| |
FOUNDATION DESIGN | | |
0236 A018.82 165.000 CY | 152.25000 25121.25| |
CONCRETE FOR FOUNDATION | | |
0237 A018.83 13343.000 LB | 1.37000 18279.91| |
REINFORCING STEEL | | |
0238 A018.84 66.000 EACH| 136.50000 9009.00| |
ANCHOR BOLTS | | |
0239 A020.17 2.000 EACH| 1995.00000 3990.00| |
LIGHTING CONTROL CENTER, TYPE P | | |
0240 A020.36 4.000 EACH| 5250.00000 21000.00| |
LIGHTING CONTROL CENTER, TYPE R-2 | | |
0241 A070.10 9495.000 LF | 3.05000 28959.75| |
1 1/2-INCH CONDUIT IN TRENCH | | |
0242 A070.14 9803.000 LF | 3.15000 30879.45| |
2-INCH CONDUIT IN TRENCH | | |
0243 A070.18 426.000 LF | 3.78000 1610.28| |
3-INCH CONDUIT IN TRENCH | | |
0244 A072.10 1735.000 LF | 3.26000 5656.10| |
1 1/2-INCH CONDUIT UNDER ROADWAY | | |
0245 A072.14 1545.000 LF | 3.36000 5191.20| |
2-INCH CONDUIT UNDER ROADWAY | | |
0246 A072.18 987.000 LF | 4.73000 4668.51| |
3-INCH CONDUIT UNDER ROADWAY | | |
0247 A074.12 70.000 LF | 12.60000 882.00| |
1 1/2-INCH CONDUIT, JACKED | | |
0248 A077.13 765.000 LF | 0.79000 604.35| |
3/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0249 A077.17 7132.000 LF | 1.00000 7132.00| |
7/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0250 A077.22 3055.000 LF | 1.47000 4490.85| |
12/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0251 A079.01 3597.000 LF | 0.79000 2841.63| |
2/C #14 AWG DETECTOR LEAD-IN CABLE | | |
0252 A079.50 9387.000 LF | 0.63000 5913.81| |
GROUNDING CONDUCTOR | | |
0253 A079.55 1830.000 LF | 0.79000 1445.70| |
SERVICE CABLE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 38
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(4) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0254 A080.10 40280.000 LF | 1.05000 42294.00| |
STREET LIGHTING CABLE, NO. 2 USE | | |
0255 A080.22 15775.000 LF | 0.63000 9938.25| |
STREET LIGHTING CABLE, NO. 6 BARE | | |
0256 A080.24 19350.000 LF | 0.63000 12190.50| |
STREET LIGHTING CABLE, NO. 6 USE | | |
0257 A082.05 765.000 LF | 1.10000 841.50| |
DIRECT BURIAL CABLE, NO. 1/0 | | |
0258 A500.20 5.000 EACH| 2346.75000 11733.75| |
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | |
TC-170 | | |
0259 A600.00 2.000 EACH| 367.50000 735.00| |
REMOVE LIGHTING UNIT | | |
0260 A610.00 1.000 EACH| 2808.75000 2808.75| |
REMOVE TRAFFIC SIGNAL AT N-50 & SAPP | | |
BROTHERS DRIVE | | |
0261 A610.01 1.000 EACH| 1863.75000 1863.75| |
REMOVE TRAFFIC SIGNAL AT N-50 & WB RAMP | | |
0262 A610.02 1.000 EACH| 1863.75000 1863.75| |
REMOVE TRAFFIC SIGNAL AT N-50 & EB RAMP | | |
0263 A610.03 1.000 EACH| 3013.50000 3013.50| |
REMOVE TRAFFIC SIGNAL AT N-50 & | | |
FRONTIER ROAD | | |
0264 A620.02 2.000 EACH| 630.00000 1260.00| |
REMOVE LIGHTING CONTROL CENTER | | |
0265 A630.20 7.000 EACH| 78.75000 551.25| |
REMOVE PULL BOX | | |
0266 A699.90 2.000 EACH| 1260.00000 2520.00| |
REMOVE AND TRANSFER TEMPORARY LIGHTING | | |
SYSTEM | | |
0267 A699.91 1.000 EACH| 630.00000 630.00| |
REMOVE AND REINSTALL LIGHTING UNIT | | |
0268 A700.20 3.000 EACH| 892.50000 2677.50| |
RELOCATE STREET LIGHTING UNIT | | |
0269 A750.10 5.000 EACH| 16747.50000 83737.50| |
MODIFY HIGH MAST TOWER TYPE A | | |
0270 A750.11 3.000 EACH| 17115.00000 51345.00| |
MODIFY HIGH MAST TOWER TYPE B | | |
0271 A750.12 3.000 EACH| 14836.50000 44509.50| |
MODIFY HIGH MAST TOWER TYPE C | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 39
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(4) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0272 A750.13 1.000 EACH| 16432.50000 16432.50| |
MODIFY HIGH MAST TOWER TYPE D | | |
0273 A750.14 2.000 EACH| 16800.00000 33600.00| |
MODIFY HIGH MAST TOWER TYPE E | | |
0274 A780.05 1.000 EACH| 10815.00000 10815.00| |
TEMPORARY LIGHTING SYSTEM AT STA. 337+40| | |
0275 A780.06 1.000 EACH| 4672.50000 4672.50| |
TEMPORARY LIGHTING SYSTEM AT STA. 415+00| | |
0276 A780.07 1.000 EACH| 3202.50000 3202.50| |
TEMPORARY LIGHTING SYSTEM AT STA. 424+00| | |
0277 A780.09 1.000 EACH| 5407.50000 5407.50| |
TEMPORARY LIGHTING SYSTEM AT STA. | | |
1096+50 | | |
0278 A780.16 1.000 EACH| 4378.50000 4378.50| |
TEMPORARY LIGHTING SYSTEM AT STA. | | |
1125+80 | | |
0279 A800.55 244.000 DAY | 8.40000 2049.60| |
OPERATION AND MAINTENANCE OF TEMPORARY | | |
LIGHTING SYSTEM AT STA. 337+40 | | |
0280 A800.56 30.000 DAY | 26.25000 787.50| |
OPERATION AND MAINTENANCE OF TEMPORARY | | |
LIGHTING SYSTEM AT STA. 415+00 | | |
0281 A800.57 90.000 DAY | 15.75000 1417.50| |
OPERATION AND MAINTENANCE OF TEMPORARY | | |
LIGHTING SYSTEM AT STA. 424+00 | | |
0282 A800.65 115.000 DAY | 12.60000 1449.00| |
OPERATION AND MAINTENANCE OF TEMPORARY | | |
LIGHTING SYSTEM AT STA. 1096+50 | | |
0283 A800.66 230.000 DAY | 12.60000 2898.00| |
OPERATION AND MAINTENANCE OF TEMPORARY | | |
LIGHTING SYSTEM AT STA. 1125+80 | | |
0284 A800.70 867.000 DAY | 4.20000 3641.40| |
MAINTENANCE OF LIGHTING UNITS | | |
0285 0003.75 1.000 EACH| 11550.00000 11550.00| |
TEMPORARY TRAFFIC SIGNAL AT N-50 & SAPP | | |
BROTHERS DRIVE | | |
0286 0003.76 1.000 EACH| 10342.50000 10342.50| |
TEMPORARY TRAFFIC SIGNAL AT N-50 & WB | | |
RAMP | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 40
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(4) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0287 0003.77 1.000 EACH| 10342.50000 10342.50| |
TEMPORARY TRAFFIC SIGNAL AT N-50 & EB | | |
RAMP | | |
0288 0003.78 1.000 EACH| 11655.00000 11655.00| |
TEMPORARY TRAFFIC SIGNAL AT N-50 & | | |
FRONTIER ROAD | | |
0289 0030.81 LUMP| 95000.00000 95000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 1,063,537.29| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0011 GROUP 8C SIGNING
| | |
0290 A010.08 23.000 EACH| 840.00000 19320.00| |
LUMINAIRE, TYPE HPS-150 | | |
0291 0030.82 LUMP| 50000.00000 50000.00| |
MOBILIZATION | | |
0292 7308.00 4.000 EACH| 1680.00000 6720.00| |
REMOVE SIGN, STRUCTURE, AND FOUNDATION | | |
0293 7312.00 1.000 EACH| 24465.00000 24465.00| |
OVERHEAD SIGN SUPPORT, LOCATION 16 | | |
0294 7312.01 1.000 EACH| 24465.00000 24465.00| |
OVERHEAD SIGN SUPPORT, LOCATION 17 | | |
0295 7312.02 1.000 EACH| 24465.00000 24465.00| |
OVERHEAD SIGN SUPPORT, LOCATION 18 | | |
0296 7312.03 1.000 EACH| 24465.00000 24465.00| |
OVERHEAD SIGN SUPPORT, LOCATION 19 | | |
0297 7312.04 1.000 EACH| 50347.50000 50347.50| |
OVERHEAD SIGN SUPPORT, LOCATION 20 | | |
0298 7312.05 1.000 EACH| 47880.00000 47880.00| |
OVERHEAD SIGN SUPPORT, LOCATION 25 | | |
0299 7312.06 1.000 EACH| 46305.00000 46305.00| |
OVERHEAD SIGN SUPPORT, LOCATION 26 | | |
0300 7312.07 1.000 EACH| 44835.00000 44835.00| |
OVERHEAD SIGN SUPPORT, LOCATION 27 | | |
0301 7312.08 1.000 EACH| 44520.00000 44520.00| |
OVERHEAD SIGN SUPPORT, LOCATION 28 | | |
0302 7312.09 1.000 EACH| 24465.00000 24465.00| |
OVERHEAD SIGN SUPPORT, LOCATION 31 | | |
0303 7312.10 1.000 EACH| 24465.00000 24465.00| |
OVERHEAD SIGN SUPPORT, LOCATION 32 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 41
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(4) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0304 7312.11 1.000 EACH| 24465.00000 24465.00| |
OVERHEAD SIGN SUPPORT, LOCATION 33 | | |
0305 7312.12 1.000 EACH| 24465.00000 24465.00| |
OVERHEAD SIGN SUPPORT, LOCATION 34 | | |
0306 7322.01 299.000 SY | 168.00000 50232.00| |
TYPE B SIGN | | |
0307 7340.00 2505.000 LB | 2.21000 5536.05| |
STRUCTURAL STEEL FOR SIGN SUPPORTS | | |
0308 7360.24 12.000 EACH| 525.00000 6300.00| |
24" SIGN SUPPORT FOOTING | | |
0309 7390.10 11.000 EACH| 656.25000 7218.75| |
REMOVE SIGN, POST, AND FOOTING | | |
SECTION TOTALS | $ 574,934.30| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0012 GROUP 10 GENERAL ITEMS
| | |
0310 0001.08 167982.000 BDAY| 0.26000 43675.32| |
BARRICADE, TYPE II | | |
0311 0001.10 17444.000 BDAY| 1.76000 30701.44| |
BARRICADE, TYPE III | | |
0312 0001.30 5434.000 LDAY| 0.79000 4292.86| |
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0313 0001.75 2376.000 EACH| 3.26000 7745.76| |
TEMPORARY SIGN DAY | | |
0314 0001.90 51382.000 EACH| 0.21000 10790.22| |
SIGN DAY | | |
0315 0002.30 147000.000 LF | 0.24000 35280.00| |
PAVEMENT MARKING REMOVAL | | |
0316 0002.44 295000.000 LF | 0.09000 26550.00| |
TEMPORARY PAVEMENT MARKING, TYPE PAINT | | |
0317 0002.47 144000.000 LF | 0.24000 34560.00| |
TEMPORARY PAVEMENT MARKING SURFACE | | |
PREPARATION | | |
0318 0002.48 2000.000 EACH| 3.15000 6300.00| |
TEMPORARY RAISED PAVEMENT MARKER | | |
0319 0002.85 60.000 EACH| 45.15000 2709.00| |
TUBULAR POST | | |
0320 0002.97 335.000 DAY | 94.24000 31570.40| |
FLASHING ARROW PANEL | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 42
TABULATION OF BIDS
CALL ORDER : F27 CONTRACT ID : 2926 COUNTIES : SARPY
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 2
PROJECT(S) : EACNH-80-9(808)
EACNH-80-9(813)
====================================================================================================================================
|(4) 3606 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0321 0003.10 52.000 DAY | 239.67000 12462.84| |
FLAGGING | | |
0322 0003.51 26525.000 LF | 7.65000 202916.25| |
INSTALL CONCRETE PROTECTION BARRIER | | |
0323 0003.53 12500.000 LF | 6.77000 84625.00| |
TEMPORARY GLARE SCREEN | | |
0324 0003.56 16200.000 LF | 6.44000 104328.00| |
RELOCATE CONCRETE PROTECTION BARRIER | | |
0325 0003.57 10.000 EACH| 1102.50000 11025.00| |
RELOCATE INERTIAL BARRIER SYSTEM | | |
0326 0003.58 5.000 EACH| 1837.50000 9187.50| |
INERTIAL BARRIER SYSTEM | | |
0327 0003.64 5.000 EACH| 761.25000 3806.25| |
REPLACEMENT MODULE | | |
0328 0005.10 200.000 DAY | 88.20000 17640.00| |
TRAFFIC CONTROL MANAGEMENT | | |
0329 0010.04 1.000 EACH| 18455.46000 18455.46| |
FIELD OFFICE | | |
0330 0030.00 LUMP| 100000.00000 100000.00| |
MOBILIZATION | | |
0331 1017.00 4.136 LS | 257250.00000 257250.00| |
CONSTRUCTION STAKING AND SURVEYING | | |
0332 7019.60 2.000 EACH| 43202.25000 86404.50| |
INSTALL IMPACT ATTENUATOR | | |
0333 7019.65 5.000 EACH| 6426.00000 32130.00| |
RELOCATE IMPACT ATTENUATOR | | |
SECTION TOTALS | $ 1,174,405.80| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 24,279,653.34| |
====================================================================================================================================