|
Contract Letting March 14, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F02 CONTRACT ID : 1837X COUNTIES : RICHARDSON
LETTING DATE : 03/14/02 DISTRICT : 1
PROJECT(S) : EACNH-75-1(105)
CONTRACT DESCRIPTION :
ON US-75 IN DAWSON.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 1661 U.S. ASPHALT CO. $ 1,279,164.36 100.0000%
2 1613 M. E. COLLINS CONTRACTING COMPANY, INC. $ 1,335,403.68 104.3965%
3 1749 VAN KIRK SAND & GRAVEL, INC. $ 1,433,220.19 112.0434%
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1837X COUNTIES : RICHARDSON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 1
PROJECT(S) : EACNH-75-1(105)
====================================================================================================================================
|(1) 1661 |(2) 1613 |(3) 1749
|U.S. ASPHALT CO. |COLLINS CONTRACTING COMPANY,|VAN KIRK SAND & GRAVEL, INC.
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 0.300 ha | 422.53000 126.76| 423.10000 126.93| 12970.00000 3891.00
COVER CROP SEEDING | | |
0002 L006.50 0.300 ha | 7922.40000 2376.72| 7932.40000 2379.72| 12970.00000 3891.00
TEMPORARY SEEDING | | |
0003 L020.00 52.000 m2 | 4.23000 219.96| 4.20000 218.40| 3.00000 156.00
EROSION CONTROL | | |
0004 L020.09 90.000 m2 | 15.84000 1425.60| 15.90000 1431.00| 20.00000 1800.00
EROSION CONTROL, TYPE AAA | | |
0005 L022.11 141.000 m | 15.84000 2233.44| 15.90000 2241.90| 19.00000 2679.00
FABRIC SILT FENCE-LOW POROSITY | | |
0006 P406.48 42.000 m | 192.25000 8074.50| 192.50000 8085.00| 278.00000 11676.00
1200 mm CULVERT PIPE, TYPE 2,3,4 OR 5 | | |
0007 0030.10 LUMP| 2112.64000 2112.64| 16235.00000 16235.00| 10000.00000 10000.00
MOBILIZATION | | |
0008 1009.00 LUMP| 9295.62000 9295.62| 9307.40000 9307.40| 8000.00000 8000.00
GENERAL CLEARING AND GRUBBING | | |
0009 1010.01 1279.000 m3 | 6.29000 8044.91| 6.30000 8057.70| 8.00000 10232.00
EXCAVATION (ESTABLISHED QUANTITY) | | |
0010 1011.00 25.000 kL | 10.56000 264.00| 10.60000 265.00| 10.00000 250.00
WATER | | |
0011 1030.00 2439.000 m3 | 7.29000 17780.31| 7.30000 17804.70| 13.00000 31707.00
EARTHWORK MEASURED IN EMBANKMENT | | |
0012 1102.00 38.000 m2 | 5.26000 199.88| 5.30000 201.40| 12.00000 456.00
REMOVE ASPHALT SURFACE | | |
0013 1106.00 214.000 m2 | 5.26000 1125.64| 5.30000 1134.20| 8.00000 1712.00
REMOVE DRIVEWAY | | |
0014 1107.00 1961.000 m2 | 5.26000 10314.86| 5.30000 10393.30| 7.00000 13727.00
REMOVE WALK | | |
0015 1108.00 1672.600 m | 5.26000 8797.88| 5.30000 8864.78| 4.80000 8028.48
REMOVE COMBINATION CURB AND GUTTER | | |
0016 1113.00 4.000 EACH| 158.45000 633.80| 158.60000 634.40| 500.00000 2000.00
REMOVE STEP | | |
0017 1128.50 20.000 m2 | 10.56000 211.20| 10.60000 212.00| 10.00000 200.00
REMOVE SLAB | | |
0018 4093.80 32.120 m2 | 383.44000 12316.09| 204.90000 6581.39| 220.00000 7066.40
WALL MATERIALS | | |
0019 4095.15 43.800 m | 10.67000 467.35| 41.70000 1826.46| 46.00000 2014.80
COMPACTED EARTH LEVELING PAD | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1837X COUNTIES : RICHARDSON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 1
PROJECT(S) : EACNH-75-1(105)
====================================================================================================================================
|(1) 1661 |(2) 1613 |(3) 1749
|U.S. ASPHALT CO. |COLLINS CONTRACTING COMPANY,|VAN KIRK SAND & GRAVEL, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 7151.00 41.400 m | 79.22000 3279.71| 79.30000 3283.02| 33.00000 1366.20
REMOVE AND RESET FENCE | | |
0021 8024.50 9.490 m3 | 9.12000 86.55| 47.60000 451.72| 70.00000 664.30
SELECT GRANULAR BACKFILL FOR RETAINED | | |
EARTH STRUCTURE | | |
SECTION TOTALS | $ 89,387.42| $ 99,735.42| $ 121,517.18
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 4 CULVERTS
| | |
0022 P700.18 56.400 m | 94.54000 5332.06| 120.00000 6768.00| 89.50000 5047.80
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0023 P702.18 9.000 m | 94.54000 850.86| 115.80000 1042.20| 89.50000 805.50
450 mm STORM SEWER PIPE, TYPE 1 | | |
0024 P705.18 39.000 m | 105.63000 4119.57| 70.00000 2730.00| 100.00000 3900.00
450 mm STORM SEWER PIPE, TYPE 1 CLASS IV| | |
0025 P775.24 233.600 m | 165.63000 38691.17| 172.30000 40249.28| 156.80000 36628.48
600 mm ROUND EQUIVALENT STORM SEWER | | |
PIPE, TYPE 1 | | |
0026 0030.40 LUMP| 10563.20000 10563.20| 20000.00000 20000.00| 10000.00000 10000.00
MOBILIZATION | | |
0027 4002.00 570.000 kg | 4.54000 2587.80| 4.00000 2280.00| 4.30000 2451.00
CAST IRON COVER AND FRAME | | |
0028 4004.50 338.000 kg | 3.59000 1213.42| 3.00000 1014.00| 3.40000 1149.20
CAST IRON GRATE AND FRAME | | |
0029 4005.00 156.000 kg | 3.54000 552.24| 3.00000 468.00| 3.35000 522.60
CAST IRON RING AND COVER | | |
0030 4016.00 1.000 EACH| 2112.64000 2112.64| 1720.00000 1720.00| 2000.00000 2000.00
MANHOLE AT STA. 33+72.14 LT. | | |
0031 4045.00 1.000 EACH| 7922.40000 7922.40| 5000.00000 5000.00| 7500.00000 7500.00
REMOVE STRUCTURE AT STA. 31+07 | | |
0032 4051.01 297.000 m3 | 12.68000 3765.96| 15.00000 4455.00| 12.00000 3564.00
EXCAVATION FOR BOX CULVERTS | | |
0033 4101.06 97.920 m3 | 396.12000 38788.07| 345.00000 33782.40| 375.00000 36720.00
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0034 4103.06 0.880 m3 | 1584.48000 1394.34| 3600.00000 3168.00| 1500.00000 1320.00
CLASS 47B-20 CONCRETE FOR STEP | | |
0035 4105.59 31.890 m3 | 570.41000 18190.37| 530.00000 16901.70| 540.00000 17220.60
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1837X COUNTIES : RICHARDSON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 1
PROJECT(S) : EACNH-75-1(105)
====================================================================================================================================
|(1) 1661 |(2) 1613 |(3) 1749
|U.S. ASPHALT CO. |COLLINS CONTRACTING COMPANY,|VAN KIRK SAND & GRAVEL, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0036 4151.00 6260.000 kg | 1.51000 9452.60| 1.40000 8764.00| 1.43000 8951.80
REINFORCING STEEL FOR BOX CULVERT | | |
0037 4155.50 1343.000 kg | 2.32000 3115.76| 2.30000 3088.90| 2.20000 2954.60
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0038 4310.18 5.000 EACH| 404.57000 2022.85| 480.00000 2400.00| 383.00000 1915.00
450 mm FLARED-END SECTION | | |
0039 4320.24 2.000 EACH| 518.65000 1037.30| 680.00000 1360.00| 491.00000 982.00
600 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0040 4875.18 39.000 m | 753.16000 29373.24| 660.60000 25763.40| 713.00000 27807.00
JACKING 450 mm STORM SEWER PIPE, TYPE 1 | | |
CLASS IV | | |
SECTION TOTALS | $ 181,085.85| $ 180,954.88| $ 171,439.58
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4A WATER MAIN
| | |
0041 W100.00 38.000 EACH| 221.83000 8429.54| 176.00000 6688.00| 210.00000 7980.00
CURB STOP AND BOX | | |
0042 W175.01 38.000 EACH| 221.83000 8429.54| 174.00000 6612.00| 210.00000 7980.00
25 mm CORPORATION STOP | | |
0043 W176.26 331.800 m | 42.25000 14018.55| 41.20000 13670.16| 40.00000 13272.00
25 mm WATER SERVICE | | |
0044 W176.70 38.000 EACH| 52.82000 2007.16| 41.00000 1558.00| 50.00000 1900.00
WATER SERVICE CONNECTION | | |
0045 W205.06 1206.190 m | 63.72000 76858.43| 53.80000 64893.02| 60.32000 72757.38
150 mm WATER MAIN PIPE | | |
0046 W220.04 1.000 EACH| 406.68000 406.68| 390.00000 390.00| 385.00000 385.00
100 mm GATE VALVE, M.J. | | |
0047 W220.06 42.000 EACH| 475.34000 19964.28| 480.00000 20160.00| 450.00000 18900.00
150 mm GATE VALVE, M.J. | | |
0048 W221.04 1.000 EACH| 217.34000 217.34| 160.00000 160.00| 205.00000 205.00
100 mm WATER VALVE BOX | | |
0049 W221.06 42.000 EACH| 217.34000 9128.28| 160.00000 6720.00| 205.00000 8610.00
150 mm WATER VALVE BOX | | |
0050 W222.06 8.000 EACH| 2179.19000 17433.52| 2670.00000 21360.00| 2063.00000 16504.00
150 mm FIRE HYDRANT | | |
0051 W222.91 8.000 EACH| 316.90000 2535.20| 195.00000 1560.00| 300.00000 2400.00
SALVAGE FIRE HYDRANT | | |
0052 W300.12 58.610 m | 82.66000 4844.70| 46.20000 2707.78| 78.25000 4586.23
300 mm CASING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1837X COUNTIES : RICHARDSON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 1
PROJECT(S) : EACNH-75-1(105)
====================================================================================================================================
|(1) 1661 |(2) 1613 |(3) 1749
|U.S. ASPHALT CO. |COLLINS CONTRACTING COMPANY,|VAN KIRK SAND & GRAVEL, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0053 W348.00 1.000 EACH| 2112.64000 2112.64| 1682.00000 1682.00| 2000.00000 2000.00
150 mm X 150 mm TAPPING TEE | | |
0054 W355.04 5.000 EACH| 95.07000 475.35| 140.00000 700.00| 90.00000 450.00
100 mm SLEEVE | | |
0055 W355.06 5.000 EACH| 120.42000 602.10| 159.00000 795.00| 114.00000 570.00
150 mm SLEEVE | | |
0056 W356.10 1.000 EACH| 164.79000 164.79| 196.00000 196.00| 156.00000 156.00
150 mm X 100 mm TEE | | |
0057 W356.12 22.000 EACH| 181.69000 3997.18| 213.00000 4686.00| 173.00000 3806.00
150 mm X 150 mm TEE | | |
0058 W356.50 2.000 EACH| 253.52000 507.04| 270.00000 540.00| 240.00000 480.00
CROSS 150 mm X 150 mm | | |
0059 W356.51 1.000 EACH| 232.39000 232.39| 249.00000 249.00| 220.00000 220.00
CROSS 150 mm X 100 mm | | |
0060 W357.16 4.000 EACH| 116.20000 464.80| 132.00000 528.00| 110.00000 440.00
150 mm - 45 DEGREE BEND | | |
0061 W357.20 5.000 EACH| 126.76000 633.80| 148.00000 740.00| 120.00000 600.00
150 mm - 90 DEGREE BEND | | |
0062 W357.52 4.000 EACH| 126.76000 507.04| 133.00000 532.00| 120.00000 480.00
150 mm - 22 1/2 DEGREE BEND | | |
0063 W358.10 3.000 EACH| 100.35000 301.05| 107.00000 321.00| 95.00000 285.00
100 mm X 150 mm REDUCER | | |
0064 W722.51 1149.210 m | 8.61000 9894.70| 5.60000 6435.58| 8.15000 9366.06
ABANDON WATER MAIN | | |
0065 W724.75 14.000 EACH| 422.53000 5915.42| 418.00000 5852.00| 400.00000 5600.00
CONNECT TO WATER MAIN | | |
0066 W800.20 1.000 EACH| 158.45000 158.45| 245.00000 245.00| 150.00000 150.00
REMOVE CROSS | | |
0067 W800.21 50.600 m | 27.46000 1389.48| 51.00000 2580.60| 26.00000 1315.60
REMOVE WATER MAIN PIPE | | |
0068 W800.62 5.000 EACH| 52.82000 264.10| 50.00000 250.00| 50.00000 250.00
REMOVE WATER VALVE BOX | | |
0069 W800.93 210.000 m | 29.28000 6148.80| 35.30000 7413.00| 27.72000 5821.20
BORING 25 mm WATER SERVICE | | |
0070 0030.40 LUMP| 10563.20000 10563.20| 6980.00000 6980.00| 10000.00000 10000.00
MOBILIZATION | | |
0071 4795.99 4.000 EACH| 58.10000 232.40| 31.00000 124.00| 55.00000 220.00
100 mm PLUG | | |
0072 4796.00 10.000 EACH| 58.10000 581.00| 39.00000 390.00| 55.00000 550.00
150 mm PLUG | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1837X COUNTIES : RICHARDSON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 1
PROJECT(S) : EACNH-75-1(105)
====================================================================================================================================
|(1) 1661 |(2) 1613 |(3) 1749
|U.S. ASPHALT CO. |COLLINS CONTRACTING COMPANY,|VAN KIRK SAND & GRAVEL, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0073 4808.12 58.610 m | 396.01000 23210.15| 492.80000 28883.01| 374.90000 21972.89
BORING 300 mm STEEL CASING | | |
SECTION TOTALS | $ 232,629.10| $ 216,601.15| $ 220,212.36
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 8B ELECTRICAL
| | |
0074 A001.12 6.000 EACH| 475.34000 2852.04| 317.30000 1903.80| 400.00000 2400.00
PULL BOX, TYPE PB-5 | | |
0075 A009.08 17.000 EACH| 1779.90000 30258.30| 1692.30000 28769.10| 1800.00000 30600.00
STREET LIGHTING UNIT, TYPE | | |
SL-A-12.2-1.8-0.25 | | |
0076 A009.29 1.000 EACH| 2112.64000 2112.64| 2009.50000 2009.50| 2090.00000 2090.00
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-1.8-0.25 | | |
0077 A020.30 1.000 EACH| 2112.64000 2112.64| 1427.80000 1427.80| 1500.00000 1500.00
LIGHTING CONTROL CENTER, TYPE R | | |
0078 A070.10 695.000 m | 8.66000 6018.70| 9.50000 6602.50| 10.25000 7123.75
38 mm CONDUIT IN TRENCH | | |
0079 A072.10 312.000 m | 8.66000 2701.92| 15.90000 4960.80| 17.00000 5304.00
38 mm CONDUIT UNDER ROADWAY | | |
0080 A080.22 1007.000 m | 1.37000 1379.59| 1.90000 1913.30| 2.55000 2567.85
STREET LIGHTING CABLE, NO. 6 BARE | | |
0081 A080.24 2014.000 m | 2.11000 4249.54| 2.10000 4229.40| 3.50000 7049.00
STREET LIGHTING CABLE, NO. 6 USE | | |
0082 0030.81 LUMP| 4225.28000 4225.28| 4191.50000 4191.50| 6000.00000 6000.00
MOBILIZATION | | |
SECTION TOTALS | $ 55,910.65| $ 56,007.70| $ 64,634.60
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 9 BITUMINOUS
| | |
0083 L001.01 0.130 ha | 10563.20000 1373.22| 10576.60000 1374.96| 12000.00000 1560.00
SEEDING, TYPE A | | |
0084 L001.02 0.120 ha | 10563.20000 1267.58| 10576.60000 1269.19| 11000.00000 1320.00
SEEDING, TYPE B | | |
0085 L010.00 3183.000 m2 | 6.34000 20180.22| 7.00000 22281.00| 7.00000 22281.00
SODDING | | |
0086 0030.30 LUMP| 15172.35000 15172.35| 50338.90000 50338.90| 55000.00000 55000.00
MOBILIZATION | | |
0087 1102.05 3169.000 m2 | 1.90000 6021.10| 2.47000 7827.43| 2.00000 6338.00
REMOVE ASPHALT SURFACING FROM PAVEMENT | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1837X COUNTIES : RICHARDSON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 1
PROJECT(S) : EACNH-75-1(105)
====================================================================================================================================
|(1) 1661 |(2) 1613 |(3) 1749
|U.S. ASPHALT CO. |COLLINS CONTRACTING COMPANY,|VAN KIRK SAND & GRAVEL, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0088 2010.03 176.000 Mg | 20.96000 3688.96| 30.00000 5280.00| 30.00000 5280.00
CRUSHED ROCK SURFACE COURSE | | |
0089 2021.00 23.000 EACH| 52.82000 1214.86| 52.90000 1216.70| 65.00000 1495.00
MAILBOX POST | | |
0090 3008.05 1371.000 EACH| 7.39000 10131.69| 6.50000 8911.50| 8.70000 11927.70
TIE BARS | | |
0091 3014.11 1643.300 m | 52.82000 86799.11| 61.40000 100898.62| 55.00000 90381.50
COMBINATION CONCRETE CLASS 47B-25 CURB | | |
AND GUTTER | | |
0092 3016.21 2501.000 m2 | 34.86000 87184.86| 27.90000 69777.90| 30.36000 75930.36
CONCRETE CLASS 47B-20 SIDEWALKS | | |
0093 3016.24 36.000 m2 | 48.06000 1730.16| 29.10000 1047.60| 31.00000 1116.00
200 mm CONCRETE CLASS 47B-20 SIDEWALKS | | |
0094 3020.24 639.000 m2 | 41.20000 26326.80| 32.90000 21023.10| 31.00000 19809.00
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0095 3040.11 28.200 m2 | 163.12000 4599.98| 163.30000 4605.06| 178.00000 5019.60
CONCRETE PAVEMENT REPAIR, TYPE A, FULL | | |
DEPTH | | |
0096 3040.12 229.100 m2 | 111.56000 25558.40| 111.70000 25590.47| 121.45000 27824.20
CONCRETE PAVEMENT REPAIR, TYPE B, FULL | | |
DEPTH | | |
0097 3040.13 636.100 m2 | 98.42000 62604.96| 98.50000 62655.85| 103.00000 65518.30
CONCRETE PAVEMENT REPAIR, TYPE C, FULL | | |
DEPTH | | |
0098 3041.25 34.000 Mg | 407.54000 13856.36| 519.20000 17652.80| 880.00000 29920.00
BITUMINOUS PATCHING | | |
0099 3221.15 39.000 m2 | 119.06000 4643.34| 119.20000 4648.80| 130.00000 5070.00
CONCRETE PAVEMENT, CLASS PR-25 JOINT | | |
REPAIR | | |
0100 8111.00 4.570 StaM| 730.14000 3336.74| 500.00000 2285.00| 455.00000 2079.35
SHOULDER SUBGRADE PREPARATION | | |
0101 9000.75 500.000 Mg | 25.46000 12730.00| 28.70000 14350.00| 34.00000 17000.00
ASPHALTIC CONCRETE FOR STATE | | |
MAINTENANCE PATCHING, TYPE SP4(12.5) | | |
0102 9005.00 100.000 Mg | 84.73000 8473.00| 79.20000 7920.00| 121.00000 12100.00
ASPHALTIC CONCRETE FOR PATCHING, TYPE | | |
SP4(12.5) | | |
0103 9005.45 3860.000 Mg | 41.93000 161849.80| 44.50000 171770.00| 60.00000 231600.00
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0104 9009.00 1256.000 m2 | 6.61000 8302.16| 6.40000 8038.40| 3.45000 4333.20
PLACEMENT OF ASPHALTIC CONCRETE FOR | | |
DRIVEWAYS AND INTERSECTIONS | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1837X COUNTIES : RICHARDSON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 1
PROJECT(S) : EACNH-75-1(105)
====================================================================================================================================
|(1) 1661 |(2) 1613 |(3) 1749
|U.S. ASPHALT CO. |COLLINS CONTRACTING COMPANY,|VAN KIRK SAND & GRAVEL, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0105 9009.75 941.000 m2 | 31.58000 29716.78| 50.50000 47520.50| 40.00000 37640.00
TEMPORARY SURFACING 200 mm | | |
0106 9020.96 27.000 Mg | 261.99000 7073.73| 304.10000 8210.70| 265.00000 7155.00
PERFORMANCE GRADED BINDER (70-28) FOR | | |
STATE MAINTENANCE PATCHING | | |
0107 9021.04 213.840 Mg | 261.99000 56023.94| 304.10000 65028.74| 265.00000 56667.60
PERFORMANCE GRADED BINDER (70-28) | | |
0108 9034.00 937.000 m2 | 1.29000 1208.73| 3.10000 2904.70| 5.85000 5481.45
PREPARATION OF INTERSECTIONS AND | | |
DRIVEWAYS | | |
0109 9053.00 8730.000 L | 0.21000 1833.30| 0.30000 2619.00| 0.40000 3492.00
TACK COAT | | |
0110 9111.00 109.000 kL | 1.67000 182.03| 4.00000 436.00| 5.00000 545.00
WATER | | |
0111 9170.00 18.050 StaM| 728.86000 13155.92| 520.00000 9386.00| 489.00000 8826.45
EARTH SHOULDER CONSTRUCTION | | |
SECTION TOTALS | $ 676,240.08| $ 746,868.92| $ 812,710.71
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0112 0001.08 1655.000 BDAY| 0.50000 827.50| 0.50000 827.50| 0.50000 827.50
BARRICADE, TYPE II | | |
0113 0001.10 2002.000 BDAY| 1.95000 3903.90| 2.00000 4004.00| 2.25000 4504.50
BARRICADE, TYPE III | | |
0114 0001.30 460.000 LDAY| 2.38000 1094.80| 2.40000 1104.00| 3.00000 1380.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0115 0001.75 620.000 EACH| 5.28000 3273.60| 5.30000 3286.00| 6.00000 3720.00
TEMPORARY SIGN DAY | | |
0116 0001.90 5666.000 EACH| 0.26000 1473.16| 0.30000 1699.80| 0.50000 2833.00
SIGN DAY | | |
0117 0002.55 22.660 StaM| 23.77000 538.63| 23.80000 539.31| 36.00000 815.76
OVERLAY BROKEN LINES | | |
0118 0003.10 80.000 DAY | 184.04000 14723.20| 195.00000 15600.00| 200.00000 16000.00
FLAGGING | | |
0119 0010.04 1.000 EACH| 1584.48000 1584.48| 3500.00000 3500.00| 5000.00000 5000.00
FIELD OFFICE | | |
0120 0030.10 LUMP| 13270.94000 13270.94| 1050.00000 1050.00| 3500.00000 3500.00
MOBILIZATION | | |
0121 9110.01 15.000 HOUR| 72.07000 1081.05| 80.00000 1200.00| 90.00000 1350.00
RENTAL OF LOADER, FULLY OPERATED | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 03/14/02
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F02 CONTRACT ID : 1837X COUNTIES : RICHARDSON
LETTING DATE : 03/14/02 1:30 PM DISTRICT : 1
PROJECT(S) : EACNH-75-1(105)
====================================================================================================================================
|(1) 1661 |(2) 1613 |(3) 1749
|U.S. ASPHALT CO. |COLLINS CONTRACTING COMPANY,|VAN KIRK SAND & GRAVEL, INC.
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0122 9110.02 10.000 HOUR| 61.21000 612.10| 85.00000 850.00| 90.00000 900.00
RENTAL OF MOTOR GRADER, FULLY OPERATED | | |
0123 9110.03 15.000 HOUR| 55.95000 839.25| 60.00000 900.00| 65.00000 975.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0124 9110.07 15.000 HOUR| 45.91000 688.65| 45.00000 675.00| 60.00000 900.00
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 43,911.26| $ 35,235.61| $ 42,705.76
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 1,279,164.36| $ 1,335,403.68| $ 1,433,220.19
====================================================================================================================================