|
Contract Letting June 27, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F09 CONTRACT ID : 4666X COUNTIES : GREELEY
LETTING DATE : 06/27/02 DISTRICT : 4
PROJECT(S) : EACSTPD-22-4(107)
CONTRACT DESCRIPTION :
ON N-22, IN SCOTIA.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0083 WERNER CONSTRUCTION, INC. $ 1,832,596.16 100.0000%
2 2762 A & R CONSTRUCTION CO. $ 1,836,927.48 100.2363%
3 2252 PAULSEN, INC. $ 1,969,653.85 107.4788%
4 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 1,975,763.41 107.8122%
5 2126 CEMENT PRODUCTS, INC. $ 2,129,001.51 116.1740%
6 1613 M. E. COLLINS CONTRACTING COMPANY, INC. $ 2,244,744.27 122.4898%
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 4666X COUNTIES : GREELEY
LETTING DATE : 06/27/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPD-22-4(107)
====================================================================================================================================
|(1) 0083 |(2) 2762 |(3) 2252
|WERNER CONSTRUCTION, INC. |A & R CONSTRUCTION CO. |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 L020.08 1004.000 m2 | 8.36000 8393.44| 9.00000 9036.00| 8.25000 8283.00
EROSION CONTROL, TYPE AA | | |
0002 L022.11 142.000 m | 11.46000 1627.32| 9.00000 1278.00| 12.00000 1704.00
FABRIC SILT FENCE-LOW POROSITY | | |
0003 L022.12 348.000 m | 12.50000 4350.00| 9.00000 3132.00| 12.00000 4176.00
FABRIC SILT FENCE-HIGH POROSITY | | |
0004 P070.18 76.000 m | 61.00000 4636.00| 49.25000 3743.00| 71.00000 5396.00
450 mm CULVERT PIPE, TYPE 2,3,4,5,6,7 | | |
OR 8 | | |
0005 0030.10 LUMP| 13840.00000 13840.00| 5500.00000 5500.00| 30000.00000 30000.00
MOBILIZATION | | |
0006 1000.00 55.000 EACH| 236.00000 12980.00| 521.00000 28655.00| 250.00000 13750.00
LARGE TREE REMOVAL | | |
0007 1009.00 LUMP| 2000.00000 2000.00| 6500.00000 6500.00| 2500.00000 2500.00
GENERAL CLEARING AND GRUBBING | | |
0008 1010.01 9848.000 m3 | 5.28000 51997.44| 1.85000 18218.80| 6.00000 59088.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0009 1011.00 190.000 kL | 2.00000 380.00| 8.00000 1520.00| 2.35000 446.50
WATER | | |
0010 1102.00 13257.000 m2 | 3.50000 46399.50| 2.00000 26514.00| 3.60000 47725.20
REMOVE ASPHALT SURFACE | | |
0011 1106.00 659.000 m2 | 4.10000 2701.90| 3.79000 2497.61| 4.10000 2701.90
REMOVE DRIVEWAY | | |
0012 1107.00 1926.000 m2 | 4.10000 7896.60| 3.92000 7549.92| 4.10000 7896.60
REMOVE WALK | | |
0013 1108.00 386.400 m | 13.10000 5061.84| 12.00000 4636.80| 14.00000 5409.60
REMOVE COMBINATION CURB AND GUTTER | | |
0014 4040.00 2.000 EACH| 100.00000 200.00| 150.00000 300.00| 100.00000 200.00
REMOVE HEADWALLS FROM CULVERTS | | |
SECTION TOTALS | $ 162,464.04| $ 119,081.13| $ 189,276.80
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0015 L001.02 0.610 ha | 5000.00000 3050.00| 5250.00000 3202.50| 5000.00000 3050.00
SEEDING, TYPE B | | |
0016 L010.00 7158.000 m2 | 7.50000 53685.00| 4.00000 28632.00| 7.00000 50106.00
SODDING | | |
0017 L032.80 1.400 Mg | 450.00000 630.00| 550.00000 770.00| 450.00000 630.00
HYDROMULCH | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 4666X COUNTIES : GREELEY
LETTING DATE : 06/27/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPD-22-4(107)
====================================================================================================================================
|(1) 0083 |(2) 2762 |(3) 2252
|WERNER CONSTRUCTION, INC. |A & R CONSTRUCTION CO. |PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 0030.30 LUMP| 31500.00000 31500.00| 9000.00000 9000.00| 70000.00000 70000.00
MOBILIZATION | | |
0019 2001.00 100.000 m3 | 13.50000 1350.00| 12.00000 1200.00| 15.50000 1550.00
GRAVEL SURFACE COURSE | | |
0020 3016.21 2573.000 m2 | 32.50000 83622.50| 33.00000 84909.00| 32.50000 83622.50
CONCRETE CLASS 47B-20 SIDEWALKS | | |
0021 3020.26 1596.000 m2 | 39.00000 62244.00| 39.25000 62643.00| 40.00000 63840.00
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0022 3075.42 2054.700 m2 | 34.72000 71339.18| 36.00000 73969.20| 33.00000 67805.10
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0023 3075.46 17050.000 m2 | 33.59000 572709.50| 37.00000 630850.00| 33.50000 571175.00
230 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-25 | | |
0024 3089.25 3826.000 m2 | 29.49000 112828.74| 5.80000 22190.80| 34.00000 130084.00
TEMPORARY SURFACING | | |
0025 3300.65 10.000 EACH| 100.00000 1000.00| 800.00000 8000.00| 100.00000 1000.00
CONCRETE PAVEMENT THICKNESS CORE | | |
0026 4024.55 12.500 m | 130.00000 1625.00| 350.00000 4375.00| 325.00000 4062.50
FLUME SPILLWAY | | |
0027 4024.70 3.000 EACH| 1785.00000 5355.00| 1900.00000 5700.00| 900.00000 2700.00
CONCRETE FLUME, TYPE I | | |
0028 7492.05 3250.000 m | 3.50000 11375.00| 4.12000 13390.00| 3.00000 9750.00
100 mm YELLOW THERMOPLASTIC, TYPE C | | |
0029 7492.12 70.000 m | 7.00000 490.00| 12.12000 848.40| 7.00000 490.00
300 mm YELLOW THERMOPLASTIC, TYPE C | | |
0030 7500.26 20.000 EACH| 250.00000 5000.00| 510.00000 10200.00| 250.00000 5000.00
LEFT ARROW, PREFORMED PAVEMENT MARKING, | | |
TYPE 4 | | |
0031 7512.14 70.000 m | 12.50000 875.00| 102.00000 7140.00| 12.50000 875.00
600 mm WHITE PREFORMED PAVEMENT MARKING,| | |
TYPE 4, GROOVED | | |
0032 9111.00 355.000 kL | 2.50000 887.50| 8.00000 2840.00| 2.00000 710.00
WATER | | |
0033 9170.00 27.200 StaM| 495.00000 13464.00| 197.00000 5358.40| 350.00000 9520.00
EARTH SHOULDER CONSTRUCTION | | |
0034 9173.20 20700.000 m2 | 1.16000 24012.00| 1.28000 26496.00| 1.00000 20700.00
SUBGRADE PREPARATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 4666X COUNTIES : GREELEY
LETTING DATE : 06/27/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPD-22-4(107)
====================================================================================================================================
|(1) 0083 |(2) 2762 |(3) 2252
|WERNER CONSTRUCTION, INC. |A & R CONSTRUCTION CO. |PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 1,057,042.42| $ 1,001,714.30| $ 1,096,670.10
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0035 P700.15 199.500 m | 71.00000 14164.50| 75.00000 14962.50| 73.00000 14563.50
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0036 P700.18 528.500 m | 83.00000 43865.50| 93.00000 49150.50| 88.00000 46508.00
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0037 P700.24 205.000 m | 105.00000 21525.00| 107.00000 21935.00| 110.00000 22550.00
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0038 P700.30 156.500 m | 151.00000 23631.50| 153.00000 23944.50| 155.00000 24257.50
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0039 P700.36 330.000 m | 190.00000 62700.00| 198.00000 65340.00| 200.00000 66000.00
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0040 P775.36 451.000 m | 234.00000 105534.00| 288.00000 129888.00| 240.00000 108240.00
900 mm ROUND EQUIVALENT STORM SEWER | | |
PIPE, TYPE 1 | | |
0041 0030.40 LUMP| 3500.00000 3500.00| 5000.00000 5000.00| 25000.00000 25000.00
MOBILIZATION | | |
0042 1119.00 5.000 EACH| 100.00000 500.00| 100.00000 500.00| 100.00000 500.00
REMOVE INLET | | |
0043 4002.00 4198.000 kg | 3.00000 12594.00| 3.00000 12594.00| 3.00000 12594.00
CAST IRON COVER AND FRAME | | |
0044 4004.50 1689.000 kg | 3.00000 5067.00| 3.00000 5067.00| 3.00000 5067.00
CAST IRON GRATE AND FRAME | | |
0045 4005.00 624.000 kg | 3.00000 1872.00| 3.00000 1872.00| 3.00000 1872.00
CAST IRON RING AND COVER | | |
0046 4015.50 2.000 EACH| 850.00000 1700.00| 2500.00000 5000.00| 900.00000 1800.00
RECONSTRUCT MANHOLE | | |
0047 4016.00 1.000 EACH| 1250.00000 1250.00| 1500.00000 1500.00| 1400.00000 1400.00
MANHOLE AT STA. 100+22.60, 7.26 m LT. | | |
0048 4016.01 1.000 EACH| 1250.00000 1250.00| 1500.00000 1500.00| 1400.00000 1400.00
MANHOLE AT STA. 107+03.15, 7.02 m LT. | | |
0049 4016.02 1.000 EACH| 1250.00000 1250.00| 1500.00000 1500.00| 1400.00000 1400.00
MANHOLE AT STA. 108+02.51, 7.02 m LT. | | |
0050 4016.03 1.000 EACH| 1250.00000 1250.00| 1500.00000 1500.00| 1400.00000 1400.00
MANHOLE AT STA. 109+04.64, 7.02 m LT. | | |
0051 4016.04 1.000 EACH| 1250.00000 1250.00| 1500.00000 1500.00| 1400.00000 1400.00
MANHOLE AT STA. 109+18.00, 7.02 m LT. | | |
0052 4016.05 1.000 EACH| 1250.00000 1250.00| 1500.00000 1500.00| 1400.00000 1400.00
MANHOLE AT STA, 110+03.99, 7.15 m LT. | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 4666X COUNTIES : GREELEY
LETTING DATE : 06/27/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPD-22-4(107)
====================================================================================================================================
|(1) 0083 |(2) 2762 |(3) 2252
|WERNER CONSTRUCTION, INC. |A & R CONSTRUCTION CO. |PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0053 4016.06 1.000 EACH| 3000.00000 3000.00| 1500.00000 1500.00| 3000.00000 3000.00
MANHOLE AT STA. 110+16.80, 7.15 m LT. | | |
0054 4016.07 1.000 EACH| 3000.00000 3000.00| 1500.00000 1500.00| 3000.00000 3000.00
MANHOLE AT STA. 110+69.00, 7.15 m LT. | | |
0055 4016.08 1.000 EACH| 3000.00000 3000.00| 1500.00000 1500.00| 3000.00000 3000.00
MANHOLE AT STA. 111+06.00, 7.15 m LT. | | |
0056 4016.09 1.000 EACH| 1250.00000 1250.00| 1500.00000 1500.00| 1400.00000 1400.00
MANHOLE AT STA. 109+95.00, 7.13 m RT. | | |
0057 4016.10 1.000 EACH| 1250.00000 1250.00| 1500.00000 1500.00| 1300.00000 1300.00
MANHOLE AT STA. 110+25.00, 7.13 m RT. | | |
0058 4016.11 1.000 EACH| 1250.00000 1250.00| 1500.00000 1500.00| 1300.00000 1300.00
MANHOLE AT STA. 110+58.00, 7.13 m RT. | | |
0059 4016.12 1.000 EACH| 1250.00000 1250.00| 1500.00000 1500.00| 1300.00000 1300.00
MANHOLE AT STA. 111+03.50, 7.11 m RT. | | |
0060 4040.00 11.000 EACH| 100.00000 1100.00| 150.00000 1650.00| 100.00000 1100.00
REMOVE HEADWALLS FROM CULVERTS | | |
0061 4043.50 173.000 m | 19.50000 3373.50| 15.00000 2595.00| 21.00000 3633.00
REMOVE SEWER PIPE | | |
0062 4050.01 87.000 m3 | 5.00000 435.00| 15.69000 1365.03| 5.00000 435.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0063 4105.59 108.520 m3 | 510.00000 55345.20| 598.00000 64894.96| 570.00000 61856.40
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0064 4155.50 4390.000 kg | 1.45000 6365.50| 3.00000 13170.00| 1.45000 6365.50
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0065 4310.15 1.000 EACH| 300.00000 300.00| 210.00000 210.00| 300.00000 300.00
375 mm FLARED-END SECTION | | |
0066 4310.24 1.000 EACH| 340.00000 340.00| 268.00000 268.00| 340.00000 340.00
600 mm FLARED-END SECTION | | |
0067 4310.36 1.000 EACH| 580.00000 580.00| 525.00000 525.00| 580.00000 580.00
900 mm FLARED-END SECTION | | |
0068 4320.36 3.000 EACH| 750.00000 2250.00| 800.00000 2400.00| 750.00000 2250.00
900 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
SECTION TOTALS | $ 388,242.70| $ 441,831.49| $ 428,511.90
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4A WATER MAIN WORK
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 4666X COUNTIES : GREELEY
LETTING DATE : 06/27/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPD-22-4(107)
====================================================================================================================================
|(1) 0083 |(2) 2762 |(3) 2252
|WERNER CONSTRUCTION, INC. |A & R CONSTRUCTION CO. |PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0069 W100.00 41.000 EACH| 140.00000 5740.00| 169.25000 6939.25| 150.00000 6150.00
CURB STOP AND BOX | | |
0070 W176.55 475.500 m | 40.00000 19020.00| 47.00000 22348.50| 47.00000 22348.50
19 mm POLYETHYLENE PIPE | | |
0071 W176.58 4.000 m | 160.00000 640.00| 48.25000 193.00| 170.00000 680.00
50 mm POLYETHYLENE PIPE | | |
0072 W219.66 13.000 EACH| 505.00000 6565.00| 455.00000 5915.00| 510.00000 6630.00
150 mm GATE VALVE AND BOX | | |
0073 W219.68 22.000 EACH| 656.00000 14432.00| 615.00000 13530.00| 700.00000 15400.00
200 mm GATE VALVE AND BOX | | |
0074 W222.00 8.000 EACH| 1300.00000 10400.00| 1165.00000 9320.00| 1450.00000 11600.00
FIRE HYDRANT | | |
0075 W356.12 4.000 EACH| 114.00000 456.00| 180.00000 720.00| 115.00000 460.00
150 mm X 150 mm TEE | | |
0076 W356.14 8.000 EACH| 170.00000 1360.00| 200.00000 1600.00| 170.00000 1360.00
200 mm X 150 mm TEE | | |
0077 W356.16 6.000 EACH| 170.00000 1020.00| 209.00000 1254.00| 170.00000 1020.00
200 mm X 200 mm TEE | | |
0078 W356.50 2.000 EACH| 230.00000 460.00| 355.00000 710.00| 230.00000 460.00
CROSS 200 mm | | |
0079 W357.14 6.000 EACH| 80.00000 480.00| 159.00000 954.00| 80.00000 480.00
100 mm - 45 DEGREE BEND | | |
0080 W357.16 2.000 EACH| 90.00000 180.00| 170.00000 340.00| 90.00000 180.00
150 mm - 45 DEGREE BEND | | |
0081 W357.40 16.000 EACH| 107.00000 1712.00| 180.00000 2880.00| 107.00000 1712.00
200 mm - 45 DEGREE BEND | | |
0082 W358.18 4.000 EACH| 82.00000 328.00| 91.00000 364.00| 85.00000 340.00
200 mm X 150 mm REDUCER | | |
0083 W358.19 6.000 EACH| 70.00000 420.00| 79.00000 474.00| 70.00000 420.00
200 mm X 100 mm REDUCER | | |
0084 W724.75 8.000 EACH| 450.00000 3600.00| 335.00000 2680.00| 500.00000 4000.00
CONNECT TO WATER MAIN | | |
0085 0030.40 LUMP| 3000.00000 3000.00| 9000.00000 9000.00| 6000.00000 6000.00
MOBILIZATION | | |
0086 4796.00 6.000 EACH| 25.00000 150.00| 80.00000 480.00| 25.00000 150.00
150 mm PLUG | | |
0087 4796.01 2.000 EACH| 35.00000 70.00| 100.00000 200.00| 35.00000 70.00
200 mm PLUG | | |
0088 4803.04 8.200 m | 54.00000 442.80| 49.00000 401.80| 58.00000 475.60
100 mm P.V.C. PIPE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 4666X COUNTIES : GREELEY
LETTING DATE : 06/27/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPD-22-4(107)
====================================================================================================================================
|(1) 0083 |(2) 2762 |(3) 2252
|WERNER CONSTRUCTION, INC. |A & R CONSTRUCTION CO. |PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0089 4803.06 246.000 m | 46.00000 11316.00| 50.00000 12300.00| 54.00000 13284.00
150 mm P.V.C. PIPE | | |
0090 4803.08 835.250 m | 49.00000 40927.25| 58.00000 48444.50| 58.00000 48444.50
200 mm P.V.C. PIPE | | |
0091 4805.16 112.800 m | 136.00000 15340.80| 359.00000 40495.20| 145.00000 16356.00
400 mm STEEL CASING | | |
SECTION TOTALS | $ 138,059.85| $ 181,543.25| $ 158,020.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 8B ELECTRICAL
| | |
0092 A001.12 13.000 EACH| 265.00000 3445.00| 450.00000 5850.00| 275.00000 3575.00
PULL BOX, TYPE PB-5 | | |
0093 A009.08 11.000 EACH| 1374.00000 15114.00| 1325.00000 14575.00| 1400.00000 15400.00
STREET LIGHTING UNIT, TYPE | | |
SL-A-12.2-1.8-0.25 | | |
0094 A009.09 12.000 EACH| 1374.00000 16488.00| 1435.00000 17220.00| 1400.00000 16800.00
STREET LIGHTING UNIT TYPE | | |
SL-A-12.2-2.4-0.25 | | |
0095 A009.14 1.000 EACH| 1574.00000 1574.00| 1625.00000 1625.00| 1600.00000 1600.00
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-3.7-0.25 | | |
0096 A020.30 1.000 EACH| 630.00000 630.00| 1300.00000 1300.00| 650.00000 650.00
LIGHTING CONTROL CENTER, TYPE R | | |
0097 A070.10 980.000 m | 8.00000 7840.00| 8.00000 7840.00| 8.00000 7840.00
38 mm CONDUIT IN TRENCH | | |
0098 A072.10 349.000 m | 8.00000 2792.00| 9.00000 3141.00| 8.00000 2792.00
38 mm CONDUIT UNDER ROADWAY | | |
0099 A080.22 1329.000 m | 1.35000 1794.15| 1.65000 2192.85| 1.35000 1794.15
STREET LIGHTING CABLE, NO. 6 BARE | | |
0100 A080.24 2658.000 m | 1.80000 4784.40| 1.65000 4385.70| 1.80000 4784.40
STREET LIGHTING CABLE, NO. 6 USE | | |
0101 0030.80 LUMP| 1817.00000 1817.00| 4250.00000 4250.00| 3000.00000 3000.00
MOBILIZATION | | |
SECTION TOTALS | $ 56,278.55| $ 62,379.55| $ 58,235.55
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0102 0001.08 9100.000 BDAY| 0.50000 4550.00| 0.50000 4550.00| 0.50000 4550.00
BARRICADE, TYPE II | | |
0103 0001.10 5629.000 BDAY| 1.00000 5629.00| 1.10000 6191.90| 3.10000 17449.90
BARRICADE, TYPE III | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 4666X COUNTIES : GREELEY
LETTING DATE : 06/27/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPD-22-4(107)
====================================================================================================================================
|(1) 0083 |(2) 2762 |(3) 2252
|WERNER CONSTRUCTION, INC. |A & R CONSTRUCTION CO. |PAULSEN, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0104 0001.30 418.000 LDAY| 1.20000 501.60| 1.45000 606.10| 2.00000 836.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0105 0001.90 9206.000 EACH| 0.50000 4603.00| 0.46000 4234.76| 0.50000 4603.00
SIGN DAY | | |
0106 0003.10 40.000 DAY | 185.00000 7400.00| 125.00000 5000.00| 145.00000 5800.00
FLAGGING | | |
0107 0010.04 1.000 EACH| 1500.00000 1500.00| 3500.00000 3500.00| 2000.00000 2000.00
FIELD OFFICE | | |
0108 0030.00 LUMP| 2500.00000 2500.00| 2500.00000 2500.00| 1000.00000 1000.00
MOBILIZATION | | |
0109 9110.01 15.000 HOUR| 75.00000 1125.00| 71.00000 1065.00| 50.00000 750.00
RENTAL OF LOADER, FULLY OPERATED | | |
0110 9110.03 15.000 HOUR| 60.00000 900.00| 51.00000 765.00| 50.00000 750.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0111 9110.06 15.000 HOUR| 65.00000 975.00| 100.00000 1500.00| 55.00000 825.00
RENTAL OF BACKHOE, FULLY OPERATED | | |
0112 9110.07 15.000 HOUR| 55.00000 825.00| 31.00000 465.00| 25.00000 375.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 30,508.60| $ 30,377.76| $ 38,938.90
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,832,596.16| $ 1,836,927.48| $ 1,969,653.85
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 4666X COUNTIES : GREELEY
LETTING DATE : 06/27/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPD-22-4(107)
====================================================================================================================================
|(4) 3606 |(5) 2126 |(6) 1613
|DOBSON BROTHERS CONSTRUCTION|CEMENT PRODUCTS, INC. |COLLINS CONTRACTING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L020.08 1004.000 m2 | 8.53000 8564.12| 8.36000 8393.44| 8.84000 8875.36
EROSION CONTROL, TYPE AA | | |
0002 L022.11 142.000 m | 11.69000 1659.98| 11.46000 1627.32| 12.12000 1721.04
FABRIC SILT FENCE-LOW POROSITY | | |
0003 L022.12 348.000 m | 12.75000 4437.00| 12.50000 4350.00| 13.22000 4600.56
FABRIC SILT FENCE-HIGH POROSITY | | |
0004 P070.18 76.000 m | 62.22000 4728.72| 80.00000 6080.00| 64.50000 4902.00
450 mm CULVERT PIPE, TYPE 2,3,4,5,6,7 | | |
OR 8 | | |
0005 0030.10 LUMP| 15000.00000 15000.00| 26000.00000 26000.00| 17279.40000 17279.40
MOBILIZATION | | |
0006 1000.00 55.000 EACH| 240.72000 13239.60| 450.00000 24750.00| 249.60000 13728.00
LARGE TREE REMOVAL | | |
0007 1009.00 LUMP| 2040.00000 2040.00| 5500.00000 5500.00| 2115.30000 2115.30
GENERAL CLEARING AND GRUBBING | | |
0008 1010.01 9848.000 m3 | 5.39000 53080.72| 6.25000 61550.00| 5.30000 52194.40
EXCAVATION (ESTABLISHED QUANTITY) | | |
0009 1011.00 190.000 kL | 2.04000 387.60| 6.00000 1140.00| 2.10000 399.00
WATER | | |
0010 1102.00 13257.000 m2 | 3.32000 44013.24| 3.25000 43085.25| 4.01000 53160.57
REMOVE ASPHALT SURFACE | | |
0011 1106.00 659.000 m2 | 4.18000 2754.62| 5.02000 3308.18| 4.30000 2833.70
REMOVE DRIVEWAY | | |
0012 1107.00 1926.000 m2 | 4.18000 8050.68| 5.38000 10361.88| 4.30000 8281.80
REMOVE WALK | | |
0013 1108.00 386.400 m | 13.36000 5162.30| 8.00000 3091.20| 13.90000 5370.96
REMOVE COMBINATION CURB AND GUTTER | | |
0014 4040.00 2.000 EACH| 102.00000 204.00| 100.00000 200.00| 105.80000 211.60
REMOVE HEADWALLS FROM CULVERTS | | |
SECTION TOTALS | $ 163,322.58| $ 199,437.27| $ 175,673.69
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0015 L001.02 0.610 ha | 5100.00000 3111.00| 4270.00000 2604.70| 5288.30000 3225.86
SEEDING, TYPE B | | |
0016 L010.00 7158.000 m2 | 6.12000 43806.96| 6.00000 42948.00| 6.30000 45095.40
SODDING | | |
0017 L032.80 1.400 Mg | 459.00000 642.60| 550.00000 770.00| 475.90000 666.26
HYDROMULCH | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 4666X COUNTIES : GREELEY
LETTING DATE : 06/27/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPD-22-4(107)
====================================================================================================================================
|(4) 3606 |(5) 2126 |(6) 1613
|DOBSON BROTHERS CONSTRUCTION|CEMENT PRODUCTS, INC. |COLLINS CONTRACTING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 0030.30 LUMP| 91000.00000 91000.00| 79000.00000 79000.00| 86445.62000 86445.62
MOBILIZATION | | |
0019 2001.00 100.000 m3 | 15.65000 1565.00| 26.00000 2600.00| 18.70000 1870.00
GRAVEL SURFACE COURSE | | |
0020 3016.21 2573.000 m2 | 33.15000 85294.95| 28.50000 73330.50| 34.40000 88511.20
CONCRETE CLASS 47B-20 SIDEWALKS | | |
0021 3020.26 1596.000 m2 | 39.78000 63488.88| 32.00000 51072.00| 41.20000 65755.20
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0022 3075.42 2054.700 m2 | 36.18000 74339.05| 35.87000 73702.09| 35.33000 72592.55
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0023 3075.46 17050.000 m2 | 35.25000 601012.50| 39.90000 680295.00| 37.55000 640227.50
230 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-25 | | |
0024 3089.25 3826.000 m2 | 31.43000 120251.18| 38.00000 145388.00| 37.70000 144240.20
TEMPORARY SURFACING | | |
0025 3300.65 10.000 EACH| 91.80000 918.00| 140.00000 1400.00| 49.90000 499.00
CONCRETE PAVEMENT THICKNESS CORE | | |
0026 4024.55 12.500 m | 158.10000 1976.25| 155.00000 1937.50| 110.50000 1381.25
FLUME SPILLWAY | | |
0027 4024.70 3.000 EACH| 2142.00000 6426.00| 2100.00000 6300.00| 921.60000 2764.80
CONCRETE FLUME, TYPE I | | |
0028 7492.05 3250.000 m | 3.06000 9945.00| 3.00000 9750.00| 3.20000 10400.00
100 mm YELLOW THERMOPLASTIC, TYPE C | | |
0029 7492.12 70.000 m | 7.14000 499.80| 7.00000 490.00| 7.40000 518.00
300 mm YELLOW THERMOPLASTIC, TYPE C | | |
0030 7500.26 20.000 EACH| 255.00000 5100.00| 240.00000 4800.00| 264.40000 5288.00
LEFT ARROW, PREFORMED PAVEMENT MARKING, | | |
TYPE 4 | | |
0031 7512.14 70.000 m | 12.75000 892.50| 50.00000 3500.00| 13.20000 924.00
600 mm WHITE PREFORMED PAVEMENT MARKING,| | |
TYPE 4, GROOVED | | |
0032 9111.00 355.000 kL | 4.08000 1448.40| 1.00000 355.00| 2.00000 710.00
WATER | | |
0033 9170.00 27.200 StaM| 429.42000 11680.22| 1500.00000 40800.00| 399.10000 10855.52
EARTH SHOULDER CONSTRUCTION | | |
0034 9173.20 20700.000 m2 | 0.94000 19458.00| 1.40000 28980.00| 1.32000 27324.00
SUBGRADE PREPARATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 4666X COUNTIES : GREELEY
LETTING DATE : 06/27/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPD-22-4(107)
====================================================================================================================================
|(4) 3606 |(5) 2126 |(6) 1613
|DOBSON BROTHERS CONSTRUCTION|CEMENT PRODUCTS, INC. |COLLINS CONTRACTING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 1,142,856.29| $ 1,250,022.79| $ 1,209,294.36
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0035 P700.15 199.500 m | 72.42000 14447.79| 71.00000 14164.50| 70.30000 14024.85
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0036 P700.18 528.500 m | 84.66000 44742.81| 83.00000 43865.50| 82.90000 43812.65
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0037 P700.24 205.000 m | 107.10000 21955.50| 105.00000 21525.00| 114.40000 23452.00
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0038 P700.30 156.500 m | 154.02000 24104.13| 151.00000 23631.50| 159.70000 24993.05
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0039 P700.36 330.000 m | 193.80000 63954.00| 190.00000 62700.00| 198.70000 65571.00
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0040 P775.36 451.000 m | 238.68000 107644.68| 234.00000 105534.00| 632.90000 285437.90
900 mm ROUND EQUIVALENT STORM SEWER | | |
PIPE, TYPE 1 | | |
0041 0030.40 LUMP| 35000.00000 35000.00| 26000.00000 26000.00| 6983.80000 6983.80
MOBILIZATION | | |
0042 1119.00 5.000 EACH| 102.00000 510.00| 100.00000 500.00| 299.30000 1496.50
REMOVE INLET | | |
0043 4002.00 4198.000 kg | 3.06000 12845.88| 3.00000 12594.00| 3.70000 15532.60
CAST IRON COVER AND FRAME | | |
0044 4004.50 1689.000 kg | 3.06000 5168.34| 3.00000 5067.00| 4.10000 6924.90
CAST IRON GRATE AND FRAME | | |
0045 4005.00 624.000 kg | 3.06000 1909.44| 3.00000 1872.00| 4.50000 2808.00
CAST IRON RING AND COVER | | |
0046 4015.50 2.000 EACH| 867.00000 1734.00| 850.00000 1700.00| 1434.00000 2868.00
RECONSTRUCT MANHOLE | | |
0047 4016.00 1.000 EACH| 1275.00000 1275.00| 1250.00000 1250.00| 1400.00000 1400.00
MANHOLE AT STA. 100+22.60, 7.26 m LT. | | |
0048 4016.01 1.000 EACH| 1275.00000 1275.00| 1250.00000 1250.00| 1400.00000 1400.00
MANHOLE AT STA. 107+03.15, 7.02 m LT. | | |
0049 4016.02 1.000 EACH| 1275.00000 1275.00| 1250.00000 1250.00| 1400.00000 1400.00
MANHOLE AT STA. 108+02.51, 7.02 m LT. | | |
0050 4016.03 1.000 EACH| 1275.00000 1275.00| 1250.00000 1250.00| 1400.00000 1400.00
MANHOLE AT STA. 109+04.64, 7.02 m LT. | | |
0051 4016.04 1.000 EACH| 1275.00000 1275.00| 1250.00000 1250.00| 1400.00000 1400.00
MANHOLE AT STA. 109+18.00, 7.02 m LT. | | |
0052 4016.05 1.000 EACH| 1275.00000 1275.00| 1250.00000 1250.00| 1400.00000 1400.00
MANHOLE AT STA, 110+03.99, 7.15 m LT. | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 4666X COUNTIES : GREELEY
LETTING DATE : 06/27/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPD-22-4(107)
====================================================================================================================================
|(4) 3606 |(5) 2126 |(6) 1613
|DOBSON BROTHERS CONSTRUCTION|CEMENT PRODUCTS, INC. |COLLINS CONTRACTING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0053 4016.06 1.000 EACH| 3060.00000 3060.00| 3000.00000 3000.00| 1400.00000 1400.00
MANHOLE AT STA. 110+16.80, 7.15 m LT. | | |
0054 4016.07 1.000 EACH| 3060.00000 3060.00| 3000.00000 3000.00| 1400.00000 1400.00
MANHOLE AT STA. 110+69.00, 7.15 m LT. | | |
0055 4016.08 1.000 EACH| 3060.00000 3060.00| 3000.00000 3000.00| 1400.00000 1400.00
MANHOLE AT STA. 111+06.00, 7.15 m LT. | | |
0056 4016.09 1.000 EACH| 1275.00000 1275.00| 1250.00000 1250.00| 1400.00000 1400.00
MANHOLE AT STA. 109+95.00, 7.13 m RT. | | |
0057 4016.10 1.000 EACH| 1275.00000 1275.00| 1250.00000 1250.00| 1400.00000 1400.00
MANHOLE AT STA. 110+25.00, 7.13 m RT. | | |
0058 4016.11 1.000 EACH| 1275.00000 1275.00| 1250.00000 1250.00| 1400.00000 1400.00
MANHOLE AT STA. 110+58.00, 7.13 m RT. | | |
0059 4016.12 1.000 EACH| 1275.00000 1275.00| 1250.00000 1250.00| 1400.00000 1400.00
MANHOLE AT STA. 111+03.50, 7.11 m RT. | | |
0060 4040.00 11.000 EACH| 102.00000 1122.00| 100.00000 1100.00| 89.80000 987.80
REMOVE HEADWALLS FROM CULVERTS | | |
0061 4043.50 173.000 m | 19.89000 3440.97| 19.50000 3373.50| 32.70000 5657.10
REMOVE SEWER PIPE | | |
0062 4050.01 87.000 m3 | 5.10000 443.70| 5.00000 435.00| 8.00000 696.00
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0063 4105.59 108.520 m3 | 520.20000 56452.10| 510.00000 55345.20| 523.60000 56821.07
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0064 4155.50 4390.000 kg | 1.48000 6497.20| 1.45000 6365.50| 1.80000 7902.00
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0065 4310.15 1.000 EACH| 306.00000 306.00| 300.00000 300.00| 350.00000 350.00
375 mm FLARED-END SECTION | | |
0066 4310.24 1.000 EACH| 346.80000 346.80| 340.00000 340.00| 535.00000 535.00
600 mm FLARED-END SECTION | | |
0067 4310.36 1.000 EACH| 591.60000 591.60| 580.00000 580.00| 809.00000 809.00
900 mm FLARED-END SECTION | | |
0068 4320.36 3.000 EACH| 765.00000 2295.00| 750.00000 2250.00| 963.00000 2889.00
900 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
SECTION TOTALS | $ 427,441.94| $ 410,742.70| $ 588,752.22
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4A WATER MAIN WORK
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 4666X COUNTIES : GREELEY
LETTING DATE : 06/27/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPD-22-4(107)
====================================================================================================================================
|(4) 3606 |(5) 2126 |(6) 1613
|DOBSON BROTHERS CONSTRUCTION|CEMENT PRODUCTS, INC. |COLLINS CONTRACTING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0069 W100.00 41.000 EACH| 142.80000 5854.80| 140.00000 5740.00| 120.20000 4928.20
CURB STOP AND BOX | | |
0070 W176.55 475.500 m | 40.80000 19400.40| 40.00000 19020.00| 30.90000 14692.95
19 mm POLYETHYLENE PIPE | | |
0071 W176.58 4.000 m | 163.20000 652.80| 160.00000 640.00| 31.30000 125.20
50 mm POLYETHYLENE PIPE | | |
0072 W219.66 13.000 EACH| 515.10000 6696.30| 505.00000 6565.00| 630.00000 8190.00
150 mm GATE VALVE AND BOX | | |
0073 W219.68 22.000 EACH| 669.12000 14720.64| 656.00000 14432.00| 850.00000 18700.00
200 mm GATE VALVE AND BOX | | |
0074 W222.00 8.000 EACH| 1326.00000 10608.00| 1300.00000 10400.00| 2000.00000 16000.00
FIRE HYDRANT | | |
0075 W356.12 4.000 EACH| 116.28000 465.12| 114.00000 456.00| 140.40000 561.60
150 mm X 150 mm TEE | | |
0076 W356.14 8.000 EACH| 173.40000 1387.20| 170.00000 1360.00| 186.40000 1491.20
200 mm X 150 mm TEE | | |
0077 W356.16 6.000 EACH| 173.40000 1040.40| 170.00000 1020.00| 204.80000 1228.80
200 mm X 200 mm TEE | | |
0078 W356.50 2.000 EACH| 234.60000 469.20| 230.00000 460.00| 282.40000 564.80
CROSS 200 mm | | |
0079 W357.14 6.000 EACH| 81.60000 489.60| 80.00000 480.00| 63.20000 379.20
100 mm - 45 DEGREE BEND | | |
0080 W357.16 2.000 EACH| 91.80000 183.60| 90.00000 180.00| 99.40000 198.80
150 mm - 45 DEGREE BEND | | |
0081 W357.40 16.000 EACH| 109.14000 1746.24| 107.00000 1712.00| 133.90000 2142.40
200 mm - 45 DEGREE BEND | | |
0082 W358.18 4.000 EACH| 83.64000 334.56| 82.00000 328.00| 102.00000 408.00
200 mm X 150 mm REDUCER | | |
0083 W358.19 6.000 EACH| 71.40000 428.40| 70.00000 420.00| 139.40000 836.40
200 mm X 100 mm REDUCER | | |
0084 W724.75 8.000 EACH| 459.00000 3672.00| 450.00000 3600.00| 500.00000 4000.00
CONNECT TO WATER MAIN | | |
0085 0030.40 LUMP| 12500.00000 12500.00| 26000.00000 26000.00| 6984.00000 6984.00
MOBILIZATION | | |
0086 4796.00 6.000 EACH| 25.50000 153.00| 25.00000 150.00| 64.30000 385.80
150 mm PLUG | | |
0087 4796.01 2.000 EACH| 35.70000 71.40| 35.00000 70.00| 102.90000 205.80
200 mm PLUG | | |
0088 4803.04 8.200 m | 55.08000 451.66| 54.00000 442.80| 49.20000 403.44
100 mm P.V.C. PIPE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 15
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 4666X COUNTIES : GREELEY
LETTING DATE : 06/27/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPD-22-4(107)
====================================================================================================================================
|(4) 3606 |(5) 2126 |(6) 1613
|DOBSON BROTHERS CONSTRUCTION|CEMENT PRODUCTS, INC. |COLLINS CONTRACTING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0089 4803.06 246.000 m | 46.92000 11542.32| 46.00000 11316.00| 41.90000 10307.40
150 mm P.V.C. PIPE | | |
0090 4803.08 835.250 m | 49.98000 41745.80| 49.00000 40927.25| 52.50000 43850.63
200 mm P.V.C. PIPE | | |
0091 4805.16 112.800 m | 138.72000 15647.62| 136.00000 15340.80| 392.00000 44217.60
400 mm STEEL CASING | | |
SECTION TOTALS | $ 150,261.06| $ 161,059.85| $ 180,802.22
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 8B ELECTRICAL
| | |
0092 A001.12 13.000 EACH| 270.30000 3513.90| 400.00000 5200.00| 277.50000 3607.50
PULL BOX, TYPE PB-5 | | |
0093 A009.08 11.000 EACH| 1401.48000 15416.28| 1300.00000 14300.00| 1438.60000 15824.60
STREET LIGHTING UNIT, TYPE | | |
SL-A-12.2-1.8-0.25 | | |
0094 A009.09 12.000 EACH| 1401.48000 16817.76| 1400.00000 16800.00| 1438.60000 17263.20
STREET LIGHTING UNIT TYPE | | |
SL-A-12.2-2.4-0.25 | | |
0095 A009.14 1.000 EACH| 1605.48000 1605.48| 1600.00000 1600.00| 1648.00000 1648.00
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-3.7-0.25 | | |
0096 A020.30 1.000 EACH| 642.60000 642.60| 1226.00000 1226.00| 659.60000 659.60
LIGHTING CONTROL CENTER, TYPE R | | |
0097 A070.10 980.000 m | 8.16000 7996.80| 5.50000 5390.00| 8.40000 8232.00
38 mm CONDUIT IN TRENCH | | |
0098 A072.10 349.000 m | 8.16000 2847.84| 7.50000 2617.50| 8.40000 2931.60
38 mm CONDUIT UNDER ROADWAY | | |
0099 A080.22 1329.000 m | 1.38000 1834.02| 1.50000 1993.50| 1.40000 1860.60
STREET LIGHTING CABLE, NO. 6 BARE | | |
0100 A080.24 2658.000 m | 1.84000 4890.72| 1.60000 4252.80| 1.90000 5050.20
STREET LIGHTING CABLE, NO. 6 USE | | |
0101 0030.80 LUMP| 4500.00000 4500.00| 12459.00000 12459.00| 1047.00000 1047.00
MOBILIZATION | | |
SECTION TOTALS | $ 60,065.40| $ 65,838.80| $ 58,124.30
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0102 0001.08 9100.000 BDAY| 0.50000 4550.00| 0.50000 4550.00| 0.50000 4550.00
BARRICADE, TYPE II | | |
0103 0001.10 5629.000 BDAY| 0.92000 5178.68| 0.90000 5066.10| 0.95000 5347.55
BARRICADE, TYPE III | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 06/27/02
PAGE : 16
TABULATION OF BIDS
CALL ORDER : F09 CONTRACT ID : 4666X COUNTIES : GREELEY
LETTING DATE : 06/27/02 1:30 pm DISTRICT : 4
PROJECT(S) : EACSTPD-22-4(107)
====================================================================================================================================
|(4) 3606 |(5) 2126 |(6) 1613
|DOBSON BROTHERS CONSTRUCTION|CEMENT PRODUCTS, INC. |COLLINS CONTRACTING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0104 0001.30 418.000 LDAY| 1.22000 509.96| 1.20000 501.60| 1.27000 530.86
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0105 0001.90 9206.000 EACH| 0.41000 3774.46| 0.40000 3682.40| 0.42000 3866.52
SIGN DAY | | |
0106 0003.10 40.000 DAY | 184.08000 7363.20| 300.00000 12000.00| 169.60000 6784.00
FLAGGING | | |
0107 0010.04 1.000 EACH| 4256.44000 4256.44| 5000.00000 5000.00| 4500.00000 4500.00
FIELD OFFICE | | |
0108 0030.00 LUMP| 2500.00000 2500.00| 7500.00000 7500.00| 3038.55000 3038.55
MOBILIZATION | | |
0109 9110.01 15.000 HOUR| 67.97000 1019.55| 60.00000 900.00| 68.00000 1020.00
RENTAL OF LOADER, FULLY OPERATED | | |
0110 9110.03 15.000 HOUR| 54.97000 824.55| 60.00000 900.00| 52.00000 780.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0111 9110.06 15.000 HOUR| 74.40000 1116.00| 60.00000 900.00| 64.00000 960.00
RENTAL OF BACKHOE, FULLY OPERATED | | |
0112 9110.07 15.000 HOUR| 48.22000 723.30| 60.00000 900.00| 48.00000 720.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 31,816.14| $ 41,900.10| $ 32,097.48
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,975,763.41| $ 2,129,001.51| $ 2,244,744.27
====================================================================================================================================