|
Contract Letting February 07, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F33 CONTRACT ID : 8547B COUNTIES : CHERRY
LETTING DATE : 02/07/02 DISTRICT : 8
PROJECT(S) : EACNH-20-2(124)
CONTRACT DESCRIPTION :
ON US-20 IN VALENTINE.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 3572 UPPER PLAINS CONTRACTING, INC. $ 2,138,676.46 100.0000%
2 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 2,183,798.53 102.1098%
3 2252 PAULSEN, INC. $ 2,240,739.50 104.7722%
4 2126 CEMENT PRODUCTS, INC. $ 2,398,892.47 112.1671%
5 0751 IRVING F. JENSEN CO., INC. $ 2,671,559.51 124.9164%
6 0083 WERNER CONSTRUCTION, INC. $ 2,786,558.78 130.2936%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F33 CONTRACT ID : 8547B COUNTIES : CHERRY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 8
PROJECT(S) : EACNH-20-2(124)
====================================================================================================================================
|(1) 3572 |(2) 3606 |(3) 2252
|UPPER PLAINS CONTRACTING, IN|DOBSON BROTHERS CONSTRUCTION|PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L022.75 12.000 LF | 10.50000 126.00| 10.20000 122.40| 14.00000 168.00
TEMPORARY SILT CHECK | | |
0002 0030.10 LUMP| 24000.00000 24000.00| 18360.00000 18360.00| 16000.00000 16000.00
MOBILIZATION | | |
0003 1009.00 LUMP| 10500.00000 10500.00| 10200.00000 10200.00| 11000.00000 11000.00
GENERAL CLEARING AND GRUBBING | | |
0004 1010.01 9200.000 CY | 4.20000 38640.00| 4.08000 37536.00| 5.25000 48300.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0005 1011.00 9.000 MGAL| 9.45000 85.05| 9.18000 82.62| 8.00000 72.00
WATER | | |
0006 1016.00 12.000 EACH| 183.75000 2205.00| 153.00000 1836.00| 175.00000 2100.00
RE-ESTABLISH PROPERTY CORNER | | |
0007 1101.00 1328.000 SY | 2.63000 3492.64| 3.81000 5059.68| 4.00000 5312.00
REMOVE PAVEMENT | | |
0008 1101.25 1967.000 LF | 2.50000 4917.50| 2.50000 4917.50| 2.50000 4917.50
SAWING PAVEMENT | | |
0009 1102.00 39496.000 SY | 0.88000 34756.48| 2.50000 98740.00| 1.70000 67143.20
REMOVE ASPHALT SURFACE | | |
0010 1106.00 2605.000 SY | 3.15000 8205.75| 2.54000 6616.70| 4.00000 10420.00
REMOVE DRIVEWAY | | |
0011 1107.00 50.000 SY | 2.63000 131.50| 3.41000 170.50| 3.50000 175.00
REMOVE WALK | | |
0012 1108.00 2958.000 LF | 2.63000 7779.54| 1.55000 4584.90| 3.50000 10353.00
REMOVE COMBINATION CURB AND GUTTER | | |
0013 1114.10 54.000 LF | 52.50000 2835.00| 51.00000 2754.00| 66.00000 3564.00
REMOVE RETAINING WALL | | |
0014 1119.00 7.000 EACH| 157.50000 1102.50| 153.00000 1071.00| 200.00000 1400.00
REMOVE INLET | | |
0015 1122.01 241.000 SY | 2.63000 633.83| 4.19000 1009.79| 3.50000 843.50
REMOVE CONCRETE MEDIAN SURFACING | | |
0016 1705.24 58.000 LF | 23.10000 1339.80| 22.44000 1301.52| 29.00000 1682.00
24" ROUND EQUIVALENT DRIVEWAY CULVERT | | |
PIPE, TYPE 2,3,4 OR 5 | | |
SECTION TOTALS | $ 140,750.59| $ 194,362.61| $ 183,450.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0017 L001.02 1.500 ACRE| 1050.00000 1575.00| 2040.00000 3060.00| 1000.00000 1500.00
SEEDING, TYPE B | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F33 CONTRACT ID : 8547B COUNTIES : CHERRY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 8
PROJECT(S) : EACNH-20-2(124)
====================================================================================================================================
|(1) 3572 |(2) 3606 |(3) 2252
|UPPER PLAINS CONTRACTING, IN|DOBSON BROTHERS CONSTRUCTION|PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 L010.00 1182.000 SY | 8.46000 9999.72| 10.20000 12056.40| 6.80000 8037.60
SODDING | | |
0019 L032.75 3.000 TON | 105.00000 315.00| 102.00000 306.00| 100.00000 300.00
MULCH | | |
0020 W600.03 12.000 EACH| 105.00000 1260.00| 99.87000 1198.44| 125.00000 1500.00
ADJUST VALVE BOX TO GRADE | | |
0021 0030.30 LUMP| 105000.00000 105000.00| 135000.00000 135000.00| 76000.00000 76000.00
MOBILIZATION | | |
0022 3008.05 2261.000 EACH| 8.50000 19218.50| 4.49000 10151.89| 3.00000 6783.00
TIE BARS | | |
0023 3013.10 529.000 LF | 20.50000 10844.50| 30.60000 16187.40| 20.00000 10580.00
CONCRETE CLASS 47B-3000 BARRIER CURB | | |
0024 3016.21 56.000 SY | 29.00000 1624.00| 37.74000 2113.44| 29.00000 1624.00
CONCRETE CLASS 47B-3000 SIDEWALKS | | |
0025 3017.40 248.000 SY | 32.00000 7936.00| 25.50000 6324.00| 30.00000 7440.00
CONCRETE CLASS 47B-3000 MEDIAN SURFACING| | |
0026 3020.24 1552.000 SY | 34.50000 53544.00| 26.52000 41159.04| 24.00000 37248.00
CONCRETE CLASS 47B-3500 DRIVEWAY | | |
0027 3075.12 2203.000 SY | 25.00000 55075.00| 20.85000 45932.55| 24.00000 52872.00
6" CONCRETE PAVMENT, CLASS 47B-3500 | | |
0028 3075.52 6069.000 SY | 28.00000 169932.00| 30.44000 184740.36| 31.00000 188139.00
10" CONCRETE PAVEMENT, CLASS 47B-3500 | | |
0029 3075.56 35920.000 SY | 30.75000 1104540.00| 29.80000 1070416.00| 32.50000 1167400.00
10" DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-3500 | | |
0030 3089.25 1117.000 SY | 34.00000 37978.00| 25.50000 28483.50| 38.00000 42446.00
TEMPORARY SURFACING | | |
0031 3221.10 111.000 LF | 35.00000 3885.00| 25.34000 2812.74| 15.00000 1665.00
COMBINATION CONCRETE CURB AND GUTTER | | |
REPAIR | | |
0032 3300.65 22.000 EACH| 75.00000 1650.00| 76.50000 1683.00| 100.00000 2200.00
CONCRETE PAVEMENT THICKNESS CORE | | |
0033 4015.00 8.000 EACH| 100.00000 800.00| 133.05000 1064.40| 125.00000 1000.00
ADJUST MANHOLE TO GRADE | | |
0034 7500.26 4.000 EACH| 236.25000 945.00| 229.50000 918.00| 210.00000 840.00
LEFT ARROW, PREFORMED PAVEMENT MARKING, | | |
TYPE 4 | | |
0035 7502.14 4600.000 LF | 2.36000 10856.00| 2.30000 10580.00| 2.30000 10580.00
4" WHITE PREFORMED PAVEMENT MARKING, | | |
TYPE 4, GROOVED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F33 CONTRACT ID : 8547B COUNTIES : CHERRY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 8
PROJECT(S) : EACNH-20-2(124)
====================================================================================================================================
|(1) 3572 |(2) 3606 |(3) 2252
|UPPER PLAINS CONTRACTING, IN|DOBSON BROTHERS CONSTRUCTION|PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 7503.14 15300.000 LF | 2.00000 30600.00| 1.94000 29682.00| 2.50000 38250.00
4" YELLOW PREFORMED PAVEMENT MARKING, | | |
TYPE 4, GROOVED | | |
0037 7508.14 110.000 LF | 6.67000 733.70| 6.48000 712.80| 7.00000 770.00
12" WHITE PREFORMED PAVEMENT MARKING, | | |
TYPE 4, GROOVED | | |
0038 7509.14 380.000 LF | 6.67000 2534.60| 6.48000 2462.40| 7.50000 2850.00
12" YELLOW PREFORMED PAVEMENT MARKING, | | |
TYPE 4, GROOVED | | |
0039 7512.14 150.000 LF | 14.97000 2245.50| 14.55000 2182.50| 15.00000 2250.00
24" WHITE PREFORMED PAVEMENT MARKING, | | |
TYPE 4, GROOVED | | |
0040 8029.84 41989.000 SY | 1.25000 52486.25| 1.26000 52906.14| 1.00000 41989.00
BITUMINOUS FOUNDATION COURSE 4" | | |
0041 8111.20 2203.000 SY | 2.10000 4626.30| 1.63000 3590.89| 1.00000 2203.00
SHOULDER SUBGRADE PREPARATION | | |
0042 9111.00 149.000 MGAL| 31.95000 4760.55| 15.48000 2306.52| 8.00000 1192.00
WATER | | |
0043 9170.00 31.727 STA | 83.98000 2664.43| 81.60000 2588.92| 100.00000 3172.70
EARTH SHOULDER CONSTRUCTION | | |
0044 9173.20 43715.000 SY | 1.31000 57266.65| 1.19000 52020.85| 0.75000 32786.25
SUBGRADE PREPARATION | | |
0045 9179.33 39496.000 SY | 0.75000 29622.00| 1.43000 56479.28| 1.80000 71092.80
COLD MILLING, CLASS 3 | | |
SECTION TOTALS | $ 1,784,517.70| $ 1,779,119.46| $ 1,814,710.35
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0046 P700.18 201.000 LF | 39.90000 8019.90| 38.76000 7790.76| 35.50000 7135.50
18" STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0047 P700.24 62.000 LF | 52.50000 3255.00| 51.00000 3162.00| 48.00000 2976.00
24" STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0048 P700.30 478.000 LF | 58.17000 27805.26| 56.51000 27011.78| 53.00000 25334.00
30" STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0049 W100.00 1.000 EACH| 338.10000 338.10| 328.44000 328.44| 300.00000 300.00
CURB STOP AND BOX | | |
0050 W175.09 1.000 EACH| 387.45000 387.45| 376.38000 376.38| 350.00000 350.00
2" CORPORATION STOP | | |
0051 W176.12 55.000 LF | 18.48000 1016.40| 17.95000 987.25| 17.60000 968.00
2" COPPER WATER SERVICE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F33 CONTRACT ID : 8547B COUNTIES : CHERRY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 8
PROJECT(S) : EACNH-20-2(124)
====================================================================================================================================
|(1) 3572 |(2) 3606 |(3) 2252
|UPPER PLAINS CONTRACTING, IN|DOBSON BROTHERS CONSTRUCTION|PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 W176.70 1.000 EACH| 89.25000 89.25| 86.70000 86.70| 100.00000 100.00
WATER SERVICE CONNECTION | | |
0053 W205.06 190.000 LF | 15.65000 2973.50| 15.20000 2888.00| 15.00000 2850.00
6" WATER MAIN PIPE | | |
0054 W205.98 1.000 EACH| 52.50000 52.50| 51.00000 51.00| 150.00000 150.00
PLUG WATER MAIN | | |
0055 W220.06 3.000 EACH| 525.00000 1575.00| 510.00000 1530.00| 400.00000 1200.00
6" GATE VALVE, M.J. | | |
0056 W221.06 3.000 EACH| 199.50000 598.50| 193.80000 581.40| 150.00000 450.00
6" WATER VALVE BOX | | |
0057 W224.92 3.000 EACH| 157.50000 472.50| 153.00000 459.00| 250.00000 750.00
6" BOLTED FLEX COUPLING | | |
0058 W356.13 2.000 EACH| 202.65000 405.30| 196.86000 393.72| 200.00000 400.00
6" X 6" X 6" TEE | | |
0059 W800.09 1.000 EACH| 52.50000 52.50| 51.00000 51.00| 100.00000 100.00
REMOVE PLUG | | |
0060 0030.40 LUMP| 4725.00000 4725.00| 5000.00000 5000.00| 2500.00000 2500.00
MOBILIZATION | | |
0061 4002.00 1375.000 LB | 2.63000 3616.25| 2.55000 3506.25| 2.20000 3025.00
CAST IRON COVER AND FRAME | | |
0062 4043.50 737.000 LF | 6.30000 4643.10| 6.12000 4510.44| 8.00000 5896.00
REMOVE SEWER PIPE | | |
0063 4105.59 34.590 CY | 420.00000 14527.80| 408.00000 14112.72| 420.00000 14527.80
CLASS 47B-3000 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0064 4107.07 5.680 CY | 572.25000 3250.38| 555.90000 3157.51| 750.00000 4260.00
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0065 4155.50 1628.000 LB | 1.05000 1709.40| 1.02000 1660.56| 1.00000 1628.00
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0066 4157.00 440.000 LB | 1.05000 462.00| 1.02000 448.80| 1.00000 440.00
REINFORCING STEEL FOR COLLARS | | |
SECTION TOTALS | $ 79,975.09| $ 78,093.71| $ 75,340.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 8B ELECTRICAL
| | |
0067 A001.01 6.000 EACH| 472.50000 2835.00| 459.00000 2754.00| 600.00000 3600.00
PULL BOX, TYPE PB-1 | | |
0068 A001.02 1.000 EACH| 367.50000 367.50| 357.00000 357.00| 450.00000 450.00
PULL BOX, TYPE PB-1A | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F33 CONTRACT ID : 8547B COUNTIES : CHERRY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 8
PROJECT(S) : EACNH-20-2(124)
====================================================================================================================================
|(1) 3572 |(2) 3606 |(3) 2252
|UPPER PLAINS CONTRACTING, IN|DOBSON BROTHERS CONSTRUCTION|PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0069 A001.16 1.000 EACH| 367.50000 367.50| 357.00000 357.00| 450.00000 450.00
PULL BOX, TYPE PB-6 | | |
0070 A004.00 8.000 EACH| 735.00000 5880.00| 714.00000 5712.00| 950.00000 7600.00
TRAFFIC SIGNAL, TYPE TS-1 | | |
0071 A005.35 1.000 EACH| 7665.00000 7665.00| 7446.00000 7446.00| 10000.00000 10000.00
TRAFFIC SIGNAL CONTROLLER, TYPE TC-8 | | |
0072 A006.15 8.000 EACH| 472.50000 3780.00| 459.00000 3672.00| 600.00000 4800.00
PEDESTRIAN SIGNAL, TYPE PS-1 | | |
0073 A006.70 4.000 EACH| 105.00000 420.00| 102.00000 408.00| 140.00000 560.00
PEDESTRIAN PUSHBUTTON, TYPE PPB | | |
0074 A007.00 23.000 EACH| 262.50000 6037.50| 255.00000 5865.00| 330.00000 7590.00
VEHICLE DETECTOR, TYPE B PREFORMED | | |
0075 A012.05 1.000 EACH| 4462.50000 4462.50| 4335.00000 4335.00| 5600.00000 5600.00
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-45-12 | | |
0076 A016.65 3.000 EACH| 3045.00000 9135.00| 2958.00000 8874.00| 3800.00000 11400.00
MAST ARM SIGNAL POLE, TYPE MP-45 | | |
0077 A019.05 16.000 EACH| 157.50000 2520.00| 153.00000 2448.00| 200.00000 3200.00
LED TRAFFIC SIGNAL, TYPE 12" RED | | |
0078 A019.10 16.000 EACH| 262.50000 4200.00| 255.00000 4080.00| 330.00000 5280.00
LED TRAFFIC SIGNAL, TYPE 12" GREEN | | |
0079 A070.14 425.000 LF | 3.15000 1338.75| 3.06000 1300.50| 4.00000 1700.00
2-INCH CONDUIT IN TRENCH | | |
0080 A070.18 57.000 LF | 5.25000 299.25| 5.10000 290.70| 6.60000 376.20
3-INCH CONDUIT IN TRENCH | | |
0081 A072.14 251.000 LF | 4.20000 1054.20| 4.08000 1024.08| 5.25000 1317.75
2-INCH CONDUIT UNDER ROADWAY | | |
0082 A072.18 87.000 LF | 6.30000 548.10| 6.12000 532.44| 7.90000 687.30
3-INCH CONDUIT UNDER ROADWAY | | |
0083 A077.12 532.000 LF | 0.63000 335.16| 0.61000 324.52| 0.80000 425.60
2/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0084 A077.22 532.000 LF | 1.37000 728.84| 1.33000 707.56| 1.70000 904.40
12/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0085 A079.01 1074.000 LF | 0.42000 451.08| 0.41000 440.34| 0.55000 590.70
2/C #14 AWG DETECTOR LEAD-IN CABLE | | |
0086 A079.50 488.000 LF | 0.32000 156.16| 0.31000 151.28| 0.40000 195.20
GROUNDING CONDUCTOR | | |
0087 A079.55 200.000 LF | 1.05000 210.00| 1.02000 204.00| 1.30000 260.00
SERVICE CABLE | | |
0088 A080.24 2040.000 LF | 0.79000 1611.60| 0.77000 1570.80| 1.00000 2040.00
STREET LIGHTING CABLE, NO. 6 USE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F33 CONTRACT ID : 8547B COUNTIES : CHERRY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 8
PROJECT(S) : EACNH-20-2(124)
====================================================================================================================================
|(1) 3572 |(2) 3606 |(3) 2252
|UPPER PLAINS CONTRACTING, IN|DOBSON BROTHERS CONSTRUCTION|PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0089 A630.20 2.000 EACH| 52.50000 105.00| 51.00000 102.00| 65.00000 130.00
REMOVE PULL BOX | | |
0090 A700.20 3.000 EACH| 997.50000 2992.50| 969.00000 2907.00| 1250.00000 3750.00
RELOCATE STREET LIGHTING UNIT | | |
0091 0030.81 LUMP| 3775.80000 3775.80| 3667.92000 3667.92| 5000.00000 5000.00
MOBILIZATION | | |
SECTION TOTALS | $ 61,276.44| $ 59,531.14| $ 77,907.15
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0092 0001.08 5780.000 BDAY| 0.50000 2890.00| 0.50000 2890.00| 0.50000 2890.00
BARRICADE, TYPE II | | |
0093 0001.10 2918.000 BDAY| 1.82000 5310.76| 1.76000 5135.68| 3.50000 10213.00
BARRICADE, TYPE III | | |
0094 0001.30 376.000 LDAY| 2.21000 830.96| 2.14000 804.64| 1.50000 564.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0095 0001.75 385.000 EACH| 5.25000 2021.25| 5.10000 1963.50| 5.50000 2117.50
TEMPORARY SIGN DAY | | |
0096 0001.90 8017.000 EACH| 0.26000 2084.42| 0.26000 2084.42| 1.00000 8017.00
SIGN DAY | | |
0097 0002.38 10100.000 LF | 0.53000 5353.00| 0.51000 5151.00| 0.35000 3535.00
TEMPORARY PAVEMENT MARKING, TYPE I | | |
0098 0002.39 10100.000 LF | 1.21000 12221.00| 1.17000 11817.00| 1.00000 10100.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0099 0002.97 347.000 DAY | 15.75000 5465.25| 15.30000 5309.10| 35.00000 12145.00
FLASHING ARROW PANEL | | |
0100 0003.10 55.000 DAY | 225.00000 12375.00| 181.81000 9999.55| 150.00000 8250.00
FLAGGING | | |
0101 0010.04 1.000 EACH| 5500.00000 5500.00| 3543.92000 3543.92| 1500.00000 1500.00
FIELD OFFICE | | |
0102 0030.00 LUMP| 105.00000 105.00| 6000.00000 6000.00| 8000.00000 8000.00
MOBILIZATION | | |
0103 1017.00 1.440 LS | 18000.00000 18000.00| 17992.80000 17992.80| 22000.00000 22000.00
CONSTRUCTION STAKING AND SURVEYING | | |
SECTION TOTALS | $ 72,156.64| $ 72,691.61| $ 89,331.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,138,676.46| $ 2,183,798.53| $ 2,240,739.50
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F33 CONTRACT ID : 8547B COUNTIES : CHERRY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 8
PROJECT(S) : EACNH-20-2(124)
====================================================================================================================================
|(4) 2126 |(5) 0751 |(6) 0083
|CEMENT PRODUCTS, INC. |JENSEN CO., INC./IRVING F. |WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L022.75 12.000 LF | 50.00000 600.00| 10.00000 120.00| 10.00000 120.00
TEMPORARY SILT CHECK | | |
0002 0030.10 LUMP| 18000.00000 18000.00| 18000.00000 18000.00| 18000.00000 18000.00
MOBILIZATION | | |
0003 1009.00 LUMP| 2500.00000 2500.00| 10000.00000 10000.00| 10000.00000 10000.00
GENERAL CLEARING AND GRUBBING | | |
0004 1010.01 9200.000 CY | 6.25000 57500.00| 4.00000 36800.00| 4.00000 36800.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0005 1011.00 9.000 MGAL| 20.00000 180.00| 9.00000 81.00| 9.00000 81.00
WATER | | |
0006 1016.00 12.000 EACH| 175.00000 2100.00| 175.00000 2100.00| 3000.00000 36000.00
RE-ESTABLISH PROPERTY CORNER | | |
0007 1101.00 1328.000 SY | 7.00000 9296.00| 2.50000 3320.00| 2.50000 3320.00
REMOVE PAVEMENT | | |
0008 1101.25 1967.000 LF | 2.50000 4917.50| 2.50000 4917.50| 2.50000 4917.50
SAWING PAVEMENT | | |
0009 1102.00 39496.000 SY | 1.10000 43445.60| 0.85000 33571.60| 0.95000 37521.20
REMOVE ASPHALT SURFACE | | |
0010 1106.00 2605.000 SY | 6.00000 15630.00| 3.00000 7815.00| 3.00000 7815.00
REMOVE DRIVEWAY | | |
0011 1107.00 50.000 SY | 5.00000 250.00| 2.50000 125.00| 2.50000 125.00
REMOVE WALK | | |
0012 1108.00 2958.000 LF | 3.00000 8874.00| 2.50000 7395.00| 2.50000 7395.00
REMOVE COMBINATION CURB AND GUTTER | | |
0013 1114.10 54.000 LF | 5.00000 270.00| 50.00000 2700.00| 50.00000 2700.00
REMOVE RETAINING WALL | | |
0014 1119.00 7.000 EACH| 500.00000 3500.00| 150.00000 1050.00| 150.00000 1050.00
REMOVE INLET | | |
0015 1122.01 241.000 SY | 6.00000 1446.00| 2.50000 602.50| 2.50000 602.50
REMOVE CONCRETE MEDIAN SURFACING | | |
0016 1705.24 58.000 LF | 38.00000 2204.00| 22.00000 1276.00| 22.00000 1276.00
24" ROUND EQUIVALENT DRIVEWAY CULVERT | | |
PIPE, TYPE 2,3,4 OR 5 | | |
SECTION TOTALS | $ 170,713.10| $ 129,873.60| $ 167,723.20
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0017 L001.02 1.500 ACRE| 1000.00000 1500.00| 1000.00000 1500.00| 2000.00000 3000.00
SEEDING, TYPE B | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F33 CONTRACT ID : 8547B COUNTIES : CHERRY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 8
PROJECT(S) : EACNH-20-2(124)
====================================================================================================================================
|(4) 2126 |(5) 0751 |(6) 0083
|CEMENT PRODUCTS, INC. |JENSEN CO., INC./IRVING F. |WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 L010.00 1182.000 SY | 8.06000 9526.92| 8.10000 9574.20| 10.00000 11820.00
SODDING | | |
0019 L032.75 3.000 TON | 100.00000 300.00| 100.00000 300.00| 200.00000 600.00
MULCH | | |
0020 W600.03 12.000 EACH| 120.00000 1440.00| 250.00000 3000.00| 185.00000 2220.00
ADJUST VALVE BOX TO GRADE | | |
0021 0030.30 LUMP| 100000.00000 100000.00| 251000.00000 251000.00| 200000.00000 200000.00
MOBILIZATION | | |
0022 3008.05 2261.000 EACH| 7.50000 16957.50| 6.00000 13566.00| 4.50000 10174.50
TIE BARS | | |
0023 3013.10 529.000 LF | 19.50000 10315.50| 19.50000 10315.50| 30.00000 15870.00
CONCRETE CLASS 47B-3000 BARRIER CURB | | |
0024 3016.21 56.000 SY | 27.85000 1559.60| 27.85000 1559.60| 37.00000 2072.00
CONCRETE CLASS 47B-3000 SIDEWALKS | | |
0025 3017.40 248.000 SY | 30.50000 7564.00| 30.50000 7564.00| 25.00000 6200.00
CONCRETE CLASS 47B-3000 MEDIAN SURFACING| | |
0026 3020.24 1552.000 SY | 32.75000 50828.00| 32.75000 50828.00| 26.00000 40352.00
CONCRETE CLASS 47B-3500 DRIVEWAY | | |
0027 3075.12 2203.000 SY | 23.00000 50669.00| 34.00000 74902.00| 29.95000 65979.85
6" CONCRETE PAVMENT, CLASS 47B-3500 | | |
0028 3075.52 6069.000 SY | 31.60000 191780.40| 37.50000 227587.50| 34.00000 206346.00
10" CONCRETE PAVEMENT, CLASS 47B-3500 | | |
0029 3075.56 35920.000 SY | 33.60000 1206912.00| 39.50000 1418840.00| 35.70000 1282344.00
10" DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-3500 | | |
0030 3089.25 1117.000 SY | 32.00000 35744.00| 32.00000 35744.00| 41.35000 46187.95
TEMPORARY SURFACING | | |
0031 3221.10 111.000 LF | 21.50000 2386.50| 36.50000 4051.50| 35.00000 3885.00
COMBINATION CONCRETE CURB AND GUTTER | | |
REPAIR | | |
0032 3300.65 22.000 EACH| 150.00000 3300.00| 75.00000 1650.00| 50.00000 1100.00
CONCRETE PAVEMENT THICKNESS CORE | | |
0033 4015.00 8.000 EACH| 300.00000 2400.00| 400.00000 3200.00| 300.00000 2400.00
ADJUST MANHOLE TO GRADE | | |
0034 7500.26 4.000 EACH| 225.00000 900.00| 225.00000 900.00| 225.00000 900.00
LEFT ARROW, PREFORMED PAVEMENT MARKING, | | |
TYPE 4 | | |
0035 7502.14 4600.000 LF | 2.25000 10350.00| 2.25000 10350.00| 2.25000 10350.00
4" WHITE PREFORMED PAVEMENT MARKING, | | |
TYPE 4, GROOVED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F33 CONTRACT ID : 8547B COUNTIES : CHERRY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 8
PROJECT(S) : EACNH-20-2(124)
====================================================================================================================================
|(4) 2126 |(5) 0751 |(6) 0083
|CEMENT PRODUCTS, INC. |JENSEN CO., INC./IRVING F. |WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 7503.14 15300.000 LF | 1.90000 29070.00| 1.90000 29070.00| 1.90000 29070.00
4" YELLOW PREFORMED PAVEMENT MARKING, | | |
TYPE 4, GROOVED | | |
0037 7508.14 110.000 LF | 6.35000 698.50| 6.35000 698.50| 6.35000 698.50
12" WHITE PREFORMED PAVEMENT MARKING, | | |
TYPE 4, GROOVED | | |
0038 7509.14 380.000 LF | 6.35000 2413.00| 6.35000 2413.00| 6.35000 2413.00
12" YELLOW PREFORMED PAVEMENT MARKING, | | |
TYPE 4, GROOVED | | |
0039 7512.14 150.000 LF | 14.26000 2139.00| 14.30000 2145.00| 14.26000 2139.00
24" WHITE PREFORMED PAVEMENT MARKING, | | |
TYPE 4, GROOVED | | |
0040 8029.84 41989.000 SY | 3.50000 146961.50| 1.35000 56685.15| 4.35000 182652.15
BITUMINOUS FOUNDATION COURSE 4" | | |
0041 8111.20 2203.000 SY | 1.75000 3855.25| 2.00000 4406.00| 3.50000 7710.50
SHOULDER SUBGRADE PREPARATION | | |
0042 9111.00 149.000 MGAL| 20.00000 2980.00| 9.00000 1341.00| 9.50000 1415.50
WATER | | |
0043 9170.00 31.727 STA | 300.00000 9518.10| 80.00000 2538.16| 275.00000 8724.93
EARTH SHOULDER CONSTRUCTION | | |
0044 9173.20 43715.000 SY | 0.70000 30600.50| 1.25000 54643.75| 3.50000 153002.50
SUBGRADE PREPARATION | | |
0045 9179.33 39496.000 SY | 1.45000 57269.20| 1.35000 53319.60| 2.00000 78992.00
COLD MILLING, CLASS 3 | | |
SECTION TOTALS | $ 1,989,938.47| $ 2,333,692.46| $ 2,378,619.38
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0046 P700.18 201.000 LF | 40.68000 8176.68| 38.00000 7638.00| 38.00000 7638.00
18" STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0047 P700.24 62.000 LF | 48.96000 3035.52| 50.00000 3100.00| 50.00000 3100.00
24" STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0048 P700.30 478.000 LF | 60.21000 28780.38| 55.40000 26481.20| 55.40000 26481.20
30" STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0049 W100.00 1.000 EACH| 285.00000 285.00| 322.00000 322.00| 322.00000 322.00
CURB STOP AND BOX | | |
0050 W175.09 1.000 EACH| 371.52000 371.52| 369.00000 369.00| 369.00000 369.00
2" CORPORATION STOP | | |
0051 W176.12 55.000 LF | 20.99000 1154.45| 17.60000 968.00| 17.60000 968.00
2" COPPER WATER SERVICE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F33 CONTRACT ID : 8547B COUNTIES : CHERRY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 8
PROJECT(S) : EACNH-20-2(124)
====================================================================================================================================
|(4) 2126 |(5) 0751 |(6) 0083
|CEMENT PRODUCTS, INC. |JENSEN CO., INC./IRVING F. |WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 W176.70 1.000 EACH| 178.00000 178.00| 85.00000 85.00| 85.00000 85.00
WATER SERVICE CONNECTION | | |
0053 W205.06 190.000 LF | 21.60000 4104.00| 14.90000 2831.00| 14.90000 2831.00
6" WATER MAIN PIPE | | |
0054 W205.98 1.000 EACH| 143.00000 143.00| 50.00000 50.00| 50.00000 50.00
PLUG WATER MAIN | | |
0055 W220.06 3.000 EACH| 421.00000 1263.00| 500.00000 1500.00| 500.00000 1500.00
6" GATE VALVE, M.J. | | |
0056 W221.06 3.000 EACH| 143.00000 429.00| 190.00000 570.00| 190.00000 570.00
6" WATER VALVE BOX | | |
0057 W224.92 3.000 EACH| 371.00000 1113.00| 150.00000 450.00| 150.00000 450.00
6" BOLTED FLEX COUPLING | | |
0058 W356.13 2.000 EACH| 258.00000 516.00| 193.00000 386.00| 193.00000 386.00
6" X 6" X 6" TEE | | |
0059 W800.09 1.000 EACH| 18.00000 18.00| 50.00000 50.00| 50.00000 50.00
REMOVE PLUG | | |
0060 0030.40 LUMP| 5240.00000 5240.00| 5300.00000 5300.00| 4500.00000 4500.00
MOBILIZATION | | |
0061 4002.00 1375.000 LB | 2.34000 3217.50| 2.50000 3437.50| 2.50000 3437.50
CAST IRON COVER AND FRAME | | |
0062 4043.50 737.000 LF | 14.37000 10590.69| 6.00000 4422.00| 6.00000 4422.00
REMOVE SEWER PIPE | | |
0063 4105.59 34.590 CY | 531.00000 18367.29| 400.00000 13836.00| 400.00000 13836.00
CLASS 47B-3000 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0064 4107.07 5.680 CY | 821.00000 4663.28| 545.00000 3095.60| 545.00000 3095.60
CLASS 47B-3000 OR AX-3000 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0065 4155.50 1628.000 LB | 1.10000 1790.80| 1.00000 1628.00| 1.00000 1628.00
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0066 4157.00 440.000 LB | 1.10000 484.00| 1.00000 440.00| 1.00000 440.00
REINFORCING STEEL FOR COLLARS | | |
SECTION TOTALS | $ 93,921.11| $ 76,959.30| $ 76,159.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 8B ELECTRICAL
| | |
0067 A001.01 6.000 EACH| 450.00000 2700.00| 450.00000 2700.00| 450.00000 2700.00
PULL BOX, TYPE PB-1 | | |
0068 A001.02 1.000 EACH| 350.00000 350.00| 350.00000 350.00| 350.00000 350.00
PULL BOX, TYPE PB-1A | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F33 CONTRACT ID : 8547B COUNTIES : CHERRY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 8
PROJECT(S) : EACNH-20-2(124)
====================================================================================================================================
|(4) 2126 |(5) 0751 |(6) 0083
|CEMENT PRODUCTS, INC. |JENSEN CO., INC./IRVING F. |WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0069 A001.16 1.000 EACH| 350.00000 350.00| 350.00000 350.00| 350.00000 350.00
PULL BOX, TYPE PB-6 | | |
0070 A004.00 8.000 EACH| 700.00000 5600.00| 700.00000 5600.00| 700.00000 5600.00
TRAFFIC SIGNAL, TYPE TS-1 | | |
0071 A005.35 1.000 EACH| 7300.00000 7300.00| 7300.00000 7300.00| 7300.00000 7300.00
TRAFFIC SIGNAL CONTROLLER, TYPE TC-8 | | |
0072 A006.15 8.000 EACH| 450.00000 3600.00| 450.00000 3600.00| 450.00000 3600.00
PEDESTRIAN SIGNAL, TYPE PS-1 | | |
0073 A006.70 4.000 EACH| 100.00000 400.00| 100.00000 400.00| 100.00000 400.00
PEDESTRIAN PUSHBUTTON, TYPE PPB | | |
0074 A007.00 23.000 EACH| 250.00000 5750.00| 250.00000 5750.00| 250.00000 5750.00
VEHICLE DETECTOR, TYPE B PREFORMED | | |
0075 A012.05 1.000 EACH| 4250.00000 4250.00| 4250.00000 4250.00| 4250.00000 4250.00
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-45-12 | | |
0076 A016.65 3.000 EACH| 2900.00000 8700.00| 2900.00000 8700.00| 2900.00000 8700.00
MAST ARM SIGNAL POLE, TYPE MP-45 | | |
0077 A019.05 16.000 EACH| 150.00000 2400.00| 150.00000 2400.00| 150.00000 2400.00
LED TRAFFIC SIGNAL, TYPE 12" RED | | |
0078 A019.10 16.000 EACH| 250.00000 4000.00| 250.00000 4000.00| 250.00000 4000.00
LED TRAFFIC SIGNAL, TYPE 12" GREEN | | |
0079 A070.14 425.000 LF | 3.00000 1275.00| 3.00000 1275.00| 3.00000 1275.00
2-INCH CONDUIT IN TRENCH | | |
0080 A070.18 57.000 LF | 5.00000 285.00| 5.00000 285.00| 5.00000 285.00
3-INCH CONDUIT IN TRENCH | | |
0081 A072.14 251.000 LF | 4.00000 1004.00| 4.00000 1004.00| 4.00000 1004.00
2-INCH CONDUIT UNDER ROADWAY | | |
0082 A072.18 87.000 LF | 6.00000 522.00| 6.00000 522.00| 6.00000 522.00
3-INCH CONDUIT UNDER ROADWAY | | |
0083 A077.12 532.000 LF | 0.60000 319.20| 0.60000 319.20| 0.60000 319.20
2/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0084 A077.22 532.000 LF | 1.30000 691.60| 1.30000 691.60| 1.30000 691.60
12/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0085 A079.01 1074.000 LF | 0.40000 429.60| 0.40000 429.60| 0.40000 429.60
2/C #14 AWG DETECTOR LEAD-IN CABLE | | |
0086 A079.50 488.000 LF | 0.30000 146.40| 0.30000 146.40| 0.30000 146.40
GROUNDING CONDUCTOR | | |
0087 A079.55 200.000 LF | 1.00000 200.00| 1.00000 200.00| 1.00000 200.00
SERVICE CABLE | | |
0088 A080.24 2040.000 LF | 0.75000 1530.00| 0.75000 1530.00| 0.75000 1530.00
STREET LIGHTING CABLE, NO. 6 USE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F33 CONTRACT ID : 8547B COUNTIES : CHERRY
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 8
PROJECT(S) : EACNH-20-2(124)
====================================================================================================================================
|(4) 2126 |(5) 0751 |(6) 0083
|CEMENT PRODUCTS, INC. |JENSEN CO., INC./IRVING F. |WERNER CONSTRUCTION, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0089 A630.20 2.000 EACH| 50.00000 100.00| 50.00000 100.00| 50.00000 100.00
REMOVE PULL BOX | | |
0090 A700.20 3.000 EACH| 950.00000 2850.00| 950.00000 2850.00| 950.00000 2850.00
RELOCATE STREET LIGHTING UNIT | | |
0091 0030.81 LUMP| 5600.00000 5600.00| 3946.00000 3946.00| 3596.00000 3596.00
MOBILIZATION | | |
SECTION TOTALS | $ 60,352.80| $ 58,698.80| $ 58,348.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 10 GENERAL ITEMS
| | |
0092 0001.08 5780.000 BDAY| 0.50000 2890.00| 0.50000 2890.00| 0.50000 2890.00
BARRICADE, TYPE II | | |
0093 0001.10 2918.000 BDAY| 1.73000 5048.14| 1.75000 5106.50| 3.00000 8754.00
BARRICADE, TYPE III | | |
0094 0001.30 376.000 LDAY| 2.10000 789.60| 2.10000 789.60| 2.10000 789.60
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0095 0001.75 385.000 EACH| 5.00000 1925.00| 5.00000 1925.00| 7.50000 2887.50
TEMPORARY SIGN DAY | | |
0096 0001.90 8017.000 EACH| 0.25000 2004.25| 0.25000 2004.25| 1.00000 8017.00
SIGN DAY | | |
0097 0002.38 10100.000 LF | 0.50000 5050.00| 0.50000 5050.00| 0.50000 5050.00
TEMPORARY PAVEMENT MARKING, TYPE I | | |
0098 0002.39 10100.000 LF | 1.15000 11615.00| 1.15000 11615.00| 1.15000 11615.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0099 0002.97 347.000 DAY | 15.00000 5205.00| 15.00000 5205.00| 15.00000 5205.00
FLASHING ARROW PANEL | | |
0100 0003.10 55.000 DAY | 160.00000 8800.00| 250.00000 13750.00| 200.00000 11000.00
FLAGGING | | |
0101 0010.04 1.000 EACH| 3000.00000 3000.00| 3000.00000 3000.00| 1500.00000 1500.00
FIELD OFFICE | | |
0102 0030.00 LUMP| 20000.00000 20000.00| 1000.00000 1000.00| 18000.00000 18000.00
MOBILIZATION | | |
0103 1017.00 1.440 LS | 17640.00000 17640.00| 20000.00000 20000.00| 30000.00000 30000.00
CONSTRUCTION STAKING AND SURVEYING | | |
SECTION TOTALS | $ 83,966.99| $ 72,335.35| $ 105,708.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,398,892.47| $ 2,671,559.51| $ 2,786,558.78
====================================================================================================================================