|
Contract Letting February 22, 2001 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 2
VENDOR RANKING
CALL ORDER : F01 CONTRACT ID : 1836X COUNTIES : SALINE
LETTING DATE : 02/22/01 DISTRICT : 1
PROJECT(S) : EACSTPD-33-6(106)
CONTRACT DESCRIPTION :
ON N-33/HAWTHORNE AVENUE IN CRETE.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
0083 THE NUMBER OF GROUP 3 CONTRACTS WHICH WILL BE ACCEPTED
0083 IN THIS LETTING IS LIMITED TO 1.
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 0083 WERNER CONSTRUCTION, INC. $ 2,418,062.09 100.0000%
2 3312 PAVERS COMPANIES $ 2,488,000.00 102.8923%
3 1613 M. E. COLLINS CONTRACTING COMPANY, INC. $ 2,584,962.78 106.9022%
4 1344 DOBSON BROTHERS CONSTRUCTION COMPANY $ 2,688,635.61 111.1896%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1836X COUNTIES : SALINE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-33-6(106)
====================================================================================================================================
|(1) 0083 |(2) 3312 |(3) 1613
|WERNER CONSTRUCTION, INC. |PAVERS COMPANIES |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 0030.10 LUMP| 2000.00000 2000.00| 20000.00000 20000.00| 21000.00000 21000.00
MOBILIZATION | | |
0002 1009.00 LUMP| 4800.00000 4800.00| 5000.00000 5000.00| 19410.50000 19410.50
GENERAL CLEARING AND GRUBBING | | |
0003 1010.01 8647.000 m3 | 4.48000 38738.56| 4.70000 40640.90| 3.91000 33809.77
EXCAVATION (ESTABLISHED QUANTITY) | | |
0004 1011.00 140.000 kL | 2.80000 392.00| 3.00000 420.00| 3.00000 420.00
WATER | | |
0005 1101.00 22100.000 m2 | 3.88000 85748.00| 4.45000 98345.00| 4.40000 97240.00
REMOVE PAVEMENT | | |
0006 1106.00 1625.000 m2 | 3.25000 5281.25| 4.20000 6825.00| 3.11000 5053.75
REMOVE DRIVEWAY | | |
0007 1107.00 1359.000 m2 | 3.50000 4756.50| 4.20000 5707.80| 3.11000 4226.49
REMOVE WALK | | |
0008 1114.10 35.700 m | 16.00000 571.20| 42.00000 1499.40| 39.90000 1424.43
REMOVE RETAINING WALL | | |
0009 4093.80 270.000 m2 | 142.00000 38340.00| 149.00000 40230.00| 126.80000 34236.00
WALL MATERIALS | | |
0010 4095.15 211.000 m | 2.00000 422.00| 7.00000 1477.00| 22.04000 4650.44
COMPACTED EARTH LEVELING PAD | | |
0011 8024.50 81.000 m3 | 19.00000 1539.00| 20.00000 1620.00| 42.00000 3402.00
SELECT GRANULAR BACKFILL FOR RETAINED | | |
EARTH STRUCTURE | | |
SECTION TOTALS | $ 182,588.51| $ 221,765.10| $ 224,873.38
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0012 L001.02 1.000 ha | 5000.00000 5000.00| 3600.00000 3600.00| 5288.00000 5288.00
SEEDING, TYPE B | | |
0013 L010.00 4777.000 m2 | 3.90000 18630.30| 5.65000 26990.05| 4.12000 19681.24
SODDING | | |
0014 L032.80 2.700 Mg | 250.00000 675.00| 450.00000 1215.00| 264.41000 713.91
HYDROMULCH | | |
0015 0030.30 LUMP| 107865.00000 107865.00| 82222.15000 82222.15| 59169.00000 59169.00
MOBILIZATION | | |
0016 3016.21 2295.000 m2 | 30.00000 68850.00| 32.00000 73440.00| 30.00000 68850.00
CONCRETE CLASS 47B-20 SIDEWALKS | | |
0017 3020.26 1789.000 m2 | 31.30000 55995.70| 34.00000 60826.00| 36.00000 64404.00
CONCRETE CLASS 47B-25 DRIVEWAY | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1836X COUNTIES : SALINE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-33-6(106)
====================================================================================================================================
|(1) 0083 |(2) 3312 |(3) 1613
|WERNER CONSTRUCTION, INC. |PAVERS COMPANIES |COLLINS CONTRACTING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 3075.41 6644.000 m2 | 38.16000 253535.04| 36.80000 244499.20| 42.10000 279712.40
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0019 3075.45 19896.000 m2 | 36.62000 728591.52| 37.90000 754058.40| 42.90000 853538.40
230 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-25 | | |
0020 4015.00 6.000 EACH| 350.00000 2100.00| 155.00000 930.00| 150.00000 900.00
ADJUST MANHOLE TO GRADE | | |
0021 4103.06 2.850 m3 | 900.00000 2565.00| 920.00000 2622.00| 831.00000 2368.35
CLASS 47B-20 CONCRETE FOR STEP | | |
0022 4764.35 1514.500 m | 16.30000 24686.35| 16.10000 24383.45| 24.20000 36650.90
100 mm PERFORATED PIPE UNDERDRAIN | | |
0023 7130.85 92.000 m | 65.00000 5980.00| 70.00000 6440.00| 68.70000 6320.40
VINYL FENCE | | |
0024 7500.32 28.000 EACH| 205.00000 5740.00| 235.00000 6580.00| 216.80000 6070.40
ARROW, PREFORMED PAVEMENT MARKING, TYPE | | |
4 | | |
0025 7500.38 2.000 EACH| 300.00000 600.00| 345.00000 690.00| 317.30000 634.60
ONLY, PREFORMED PAVEMENT MARKING, TYPE 4| | |
0026 7502.12 120.000 m | 3.80000 456.00| 4.37000 524.40| 4.00000 480.00
100 mm WHITE PREFORMED PAVEMENT MARKING,| | |
TYPE 2, GROOVED | | |
0027 7503.12 3520.000 m | 4.00000 14080.00| 4.60000 16192.00| 4.20000 14784.00
100 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 2, GROOVED | | |
0028 7508.03 275.000 m | 17.78000 4889.50| 20.00000 5500.00| 18.80000 5170.00
300 mm WHITE PREFORMED PAVEMENT MARKING,| | |
TYPE 3 | | |
0029 7509.12 40.000 m | 12.00000 480.00| 14.00000 560.00| 12.70000 508.00
300 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 2, GROOVED | | |
0030 8029.00 26540.000 m2 | 6.17000 163751.80| 6.50000 172510.00| 6.91000 183391.40
AGGREGATE FOUNDATION COURSE | | |
0031 9111.00 481.000 kL | 2.80000 1346.80| 3.50000 1683.50| 2.00000 962.00
WATER | | |
0032 9170.00 32.008 StaM| 495.00000 15843.96| 460.00000 14723.68| 278.70000 8920.63
EARTH SHOULDER CONSTRUCTION | | |
0033 9173.20 28329.000 m2 | 2.50000 70822.50| 1.61000 45609.69| 1.80000 50992.20
SUBGRADE PREPARATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1836X COUNTIES : SALINE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-33-6(106)
====================================================================================================================================
|(1) 0083 |(2) 3312 |(3) 1613
|WERNER CONSTRUCTION, INC. |PAVERS COMPANIES |COLLINS CONTRACTING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 1,552,484.47| $ 1,545,799.52| $ 1,669,509.83
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0034 P300.30 3.500 m | 130.00000 455.00| 137.00000 479.50| 116.40000 407.40
750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0035 P300.48 5.000 m | 216.00000 1080.00| 227.00000 1135.00| 184.70000 923.50
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0036 P700.18 403.000 m | 98.00000 39494.00| 103.00000 41509.00| 90.30000 36390.90
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0037 P700.24 328.500 m | 124.00000 40734.00| 130.00000 42705.00| 124.80000 40996.80
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0038 P700.30 468.000 m | 168.00000 78624.00| 176.00000 82368.00| 172.60000 80776.80
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0039 0030.40 LUMP| 4000.00000 4000.00| 8400.00000 8400.00| 17306.00000 17306.00
MOBILIZATION | | |
0040 1117.00 1.000 EACH| 500.00000 500.00| 525.00000 525.00| 300.00000 300.00
REMOVE MANHOLE | | |
0041 1119.00 15.000 EACH| 350.00000 5250.00| 370.00000 5550.00| 300.00000 4500.00
REMOVE INLET | | |
0042 4002.00 2622.000 kg | 3.10000 8128.20| 3.25000 8521.50| 4.00000 10488.00
CAST IRON COVER AND FRAME | | |
0043 4003.00 526.000 kg | 3.00000 1578.00| 3.15000 1656.90| 3.80000 1998.80
CAST IRON COVER, FRAME, AND FLANGE | | |
0044 4016.00 1.000 EACH| 2000.00000 2000.00| 2100.00000 2100.00| 2685.00000 2685.00
MANHOLE AT STA. 36+22.30 8.2m LT. | | |
0045 4016.01 1.000 EACH| 2000.00000 2000.00| 2100.00000 2100.00| 2633.00000 2633.00
MANHOLE AT STA. 37+26.49 8.2m LT. | | |
0046 4018.00 2.000 EACH| 250.00000 500.00| 275.00000 550.00| 245.00000 490.00
TAPPING EXISTING STRUCTURE | | |
0047 4018.50 2.000 EACH| 200.00000 400.00| 200.00000 400.00| 245.00000 490.00
TAPPING EXISTING PIPE | | |
0048 4035.00 2.000 EACH| 85.00000 170.00| 90.00000 180.00| 100.00000 200.00
REMOVE FLARED-END SECTION | | |
0049 4040.00 5.000 EACH| 185.00000 925.00| 195.00000 975.00| 120.00000 600.00
REMOVE HEADWALLS FROM CULVERTS | | |
0050 4043.50 166.500 m | 32.60000 5427.90| 34.00000 5661.00| 16.30000 2713.95
REMOVE SEWER PIPE | | |
0051 4045.00 1.000 EACH| 5000.00000 5000.00| 7400.00000 7400.00| 4190.00000 4190.00
REMOVE STRUCTURE STA. 32+01.88 TO STA. | | |
33+90.30 LT. | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1836X COUNTIES : SALINE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-33-6(106)
====================================================================================================================================
|(1) 0083 |(2) 3312 |(3) 1613
|WERNER CONSTRUCTION, INC. |PAVERS COMPANIES |COLLINS CONTRACTING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 4045.01 1.000 EACH| 4250.00000 4250.00| 6600.00000 6600.00| 4190.00000 4190.00
REMOVE STRUCTURE STA. 32+01.88 TO STA. | | |
33+83.29 RT. | | |
0053 4050.01 41.000 m3 | 20.00000 820.00| 21.00000 861.00| 10.40000 426.40
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0054 4051.01 17.000 m3 | 35.00000 595.00| 37.00000 629.00| 10.40000 176.80
EXCAVATION FOR BOX CULVERTS | | |
0055 4100.06 1.070 m3 | 710.00000 759.70| 745.00000 797.15| 824.00000 881.68
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0056 4101.06 17.570 m3 | 500.00000 8785.00| 525.00000 9224.25| 351.00000 6167.07
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0057 4105.59 148.660 m3 | 635.00000 94399.10| 667.00000 99156.22| 524.60000 77987.04
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0058 4150.00 80.000 kg | 2.25000 180.00| 2.35000 188.00| 1.70000 136.00
REINFORCING STEEL FOR HEADWALL | | |
0059 4151.00 930.000 kg | 1.76000 1636.80| 1.85000 1720.50| 1.40000 1302.00
REINFORCING STEEL FOR BOX CULVERT | | |
0060 4155.50 4440.000 kg | 1.88000 8347.20| 1.95000 8658.00| 1.70000 7548.00
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0061 4360.30 2.000 EACH| 228.00000 456.00| 250.00000 500.00| 293.00000 586.00
750 mm METAL FLARED-END SECTION | | |
0062 4803.06 4.500 m | 41.80000 188.10| 44.00000 198.00| 50.10000 225.45
150 mm P.V.C. PIPE | | |
SECTION TOTALS | $ 316,683.00| $ 340,748.02| $ 307,716.59
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4A SANITARY SEWER AND WATER MAIN
| | |
0063 W100.00 13.000 EACH| 185.00000 2405.00| 185.00000 2405.00| 144.00000 1872.00
CURB STOP AND BOX | | |
0064 W175.00 3.000 EACH| 185.00000 555.00| 185.00000 555.00| 242.00000 726.00
19 mm CORPORATION STOP | | |
0065 W175.01 10.000 EACH| 230.00000 2300.00| 230.00000 2300.00| 227.00000 2270.00
25 mm CORPORATION STOP | | |
0066 W176.01 85.190 m | 37.50000 3194.63| 39.00000 3322.41| 44.10000 3756.88
25 mm COPPER WATER SERVICE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1836X COUNTIES : SALINE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-33-6(106)
====================================================================================================================================
|(1) 0083 |(2) 3312 |(3) 1613
|WERNER CONSTRUCTION, INC. |PAVERS COMPANIES |COLLINS CONTRACTING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0067 W176.24 73.410 m | 37.00000 2716.17| 39.00000 2862.99| 42.40000 3112.58
19 mm WATER SERVICE | | |
0068 W176.70 3.000 EACH| 30.00000 90.00| 25.00000 75.00| 152.00000 456.00
WATER SERVICE CONNECTION 19 mm | | |
0069 W176.71 15.000 EACH| 30.00000 450.00| 25.00000 375.00| 154.00000 2310.00
WATER SERVICE CONNECTION 25 mm | | |
0070 W200.04 1018.200 kg | 5.30000 5396.46| 5.55000 5651.01| 5.00000 5091.00
DUCTILE IRON FITTINGS, M.J. | | |
0071 W205.04 2.780 m | 53.00000 147.34| 56.00000 155.68| 46.50000 129.27
100 mm WATER MAIN PIPE | | |
0072 W205.06 355.700 m | 50.00000 17785.00| 53.00000 18852.10| 48.50000 17251.45
150 mm WATER MAIN PIPE | | |
0073 W205.08 21.720 m | 61.32000 1331.87| 64.00000 1390.08| 60.40000 1311.89
200 mm WATER MAIN PIPE | | |
0074 W205.12 237.370 m | 74.00000 17565.38| 78.00000 18514.86| 78.00000 18514.86
300 mm WATER MAIN PIPE | | |
0075 W220.06 14.000 EACH| 420.00000 5880.00| 440.00000 6160.00| 442.00000 6188.00
150 mm GATE VALVE, M.J. | | |
0076 W220.08 3.000 EACH| 568.00000 1704.00| 595.00000 1785.00| 666.00000 1998.00
200 mm GATE VALVE, M.J. | | |
0077 W220.12 5.000 EACH| 995.00000 4975.00| 1045.00000 5225.00| 1263.00000 6315.00
300 mm GATE VALVE, M.J. | | |
0078 W221.06 14.000 EACH| 105.00000 1470.00| 110.00000 1540.00| 157.00000 2198.00
150 mm WATER VALVE BOX | | |
0079 W221.08 3.000 EACH| 105.00000 315.00| 110.00000 330.00| 157.00000 471.00
200 mm WATER VALVE BOX | | |
0080 W221.12 5.000 EACH| 105.00000 525.00| 110.00000 550.00| 157.00000 785.00
300 mm WATER VALVE BOX | | |
0081 W222.06 4.000 EACH| 1550.00000 6200.00| 1630.00000 6520.00| 2598.00000 10392.00
150 mm FIRE HYDRANT | | |
0082 W355.04 8.000 EACH| 350.00000 2800.00| 370.00000 2960.00| 149.00000 1192.00
100 mm SLEEVE | | |
0083 W355.08 2.000 EACH| 365.00000 730.00| 385.00000 770.00| 219.00000 438.00
200 mm SLEEVE | | |
0084 W355.10 1.000 EACH| 400.00000 400.00| 420.00000 420.00| 311.00000 311.00
250 mm SLEEVE | | |
0085 W722.51 492.830 m | 10.00000 4928.30| 11.00000 5421.13| 5.00000 2464.15
ABANDON WATER MAIN | | |
0086 W800.06 14.000 EACH| 150.00000 2100.00| 160.00000 2240.00| 100.00000 1400.00
REMOVE GATE VALVE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1836X COUNTIES : SALINE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-33-6(106)
====================================================================================================================================
|(1) 0083 |(2) 3312 |(3) 1613
|WERNER CONSTRUCTION, INC. |PAVERS COMPANIES |COLLINS CONTRACTING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0087 W800.21 64.590 m | 32.60000 2105.63| 34.00000 2196.06| 16.30000 1052.82
REMOVE WATER MAIN PIPE | | |
0088 W800.33 3.000 EACH| 200.00000 600.00| 210.00000 630.00| 150.00000 450.00
REMOVE HYDRANT | | |
0089 0030.40 LUMP| 5000.00000 5000.00| 5300.00000 5300.00| 17305.80000 17305.80
MOBILIZATION | | |
0090 1117.00 11.000 EACH| 500.00000 5500.00| 525.00000 5775.00| 500.00000 5500.00
REMOVE MANHOLE | | |
0091 4016.00 1.000 EACH| 2782.00000 2782.00| 2925.00000 2925.00| 2860.00000 2860.00
MANHOLE AT STA. 33+19.60 | | |
0092 4016.01 1.000 EACH| 2000.00000 2000.00| 2100.00000 2100.00| 2298.00000 2298.00
MANHOLE AT STA. 34+19.60 | | |
0093 4016.02 1.000 EACH| 3500.00000 3500.00| 3675.00000 3675.00| 3418.00000 3418.00
MANHOLE AT STA. 34+73.20 | | |
0094 4016.03 1.000 EACH| 2400.00000 2400.00| 2525.00000 2525.00| 2949.00000 2949.00
MANHOLE AT STA. 35+21.40 | | |
0095 4016.04 1.000 EACH| 2800.00000 2800.00| 2950.00000 2950.00| 4010.00000 4010.00
MANHOLE AT STA. 36+23.50 | | |
0096 4016.05 1.000 EACH| 2800.00000 2800.00| 2950.00000 2950.00| 3382.00000 3382.00
MANHOLE AT STA. 37+25.90 | | |
0097 4016.06 1.000 EACH| 2500.00000 2500.00| 2625.00000 2625.00| 2742.00000 2742.00
MANHOLE AT STA. 38+26.20 | | |
0098 4016.07 1.000 EACH| 2400.00000 2400.00| 2525.00000 2525.00| 2895.00000 2895.00
MANHOLE AT STA. 39+62.46 10.79m RT. | | |
0099 4016.08 1.000 EACH| 2400.00000 2400.00| 2525.00000 2525.00| 2852.00000 2852.00
MANHOLE AT STA. 39+92.61 9.89m RT. | | |
0100 4016.09 1.000 EACH| 2400.00000 2400.00| 2525.00000 2525.00| 3097.00000 3097.00
MANHOLE AT STA. 40+74.06 10.08m RT. | | |
0101 4016.10 1.000 EACH| 2500.00000 2500.00| 2625.00000 2625.00| 3162.00000 3162.00
MANHOLE AT STA. 42+02.46 10.05m RT. | | |
0102 4016.11 1.000 EACH| 2600.00000 2600.00| 2725.00000 2725.00| 3465.00000 3465.00
MANHOLE AT STA. 43+37.60 13.30m RT. | | |
0103 4042.55 7.000 EACH| 300.00000 2100.00| 325.00000 2275.00| 134.00000 938.00
CONNECT SANITARY SERVICE | | |
0104 4043.50 644.670 m | 8.15000 5254.06| 9.00000 5802.03| 3.00000 1934.01
REMOVE SEWER PIPE | | |
0105 4731.04 155.500 m | 58.00000 9019.00| 61.00000 9485.50| 54.40000 8459.20
100 mm SANITARY SEWER PIPE | | |
0106 4763.00 LUMP| 5500.00000 5500.00| 5800.00000 5800.00| 500.00000 500.00
BYPASS PUMPING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1836X COUNTIES : SALINE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-33-6(106)
====================================================================================================================================
|(1) 0083 |(2) 3312 |(3) 1613
|WERNER CONSTRUCTION, INC. |PAVERS COMPANIES |COLLINS CONTRACTING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0107 4764.78 54.580 m | 65.00000 3547.70| 68.00000 3711.44| 89.20000 4868.54
200 mm P.V.C. SEWER PIPE | | |
0108 4764.82 603.300 m | 105.32000 63539.56| 111.00000 66966.30| 102.80000 62019.24
300 mm P.V.C. SEWER PIPE | | |
0109 4764.85 30.380 m | 121.00000 3675.98| 127.00000 3858.26| 116.60000 3542.31
375 mm P.V.C. SEWER PIPE | | |
0110 4795.00 23.000 EACH| 210.00000 4830.00| 220.00000 5060.00| 165.00000 3795.00
P.V.C. WYE 300 mm X 100 mm | | |
0111 4805.26 17.000 m | 586.00000 9962.00| 615.00000 10455.00| 550.00000 9350.00
650 mm STEEL CASING | | |
SECTION TOTALS | $ 237,680.08| $ 250,369.85| $ 247,799.00
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 8B ELECTRICAL
| | |
0112 A001.01 5.000 EACH| 400.00000 2000.00| 335.00000 1675.00| 418.92000 2094.60
PULL BOX, TYPE PB-1 | | |
0113 A001.02 1.000 EACH| 300.00000 300.00| 300.00000 300.00| 314.19000 314.19
PULL BOX, TYPE PB-1A | | |
0114 A001.12 11.000 EACH| 300.00000 3300.00| 320.00000 3520.00| 314.19000 3456.09
PULL BOX, TYPE PB-5 | | |
0115 A003.10 6.000 EACH| 600.00000 3600.00| 500.00000 3000.00| 628.37000 3770.22
TRAFFIC SIGNAL, TYPE TS-1 | | |
0116 A004.04 1.000 EACH| 1000.00000 1000.00| 625.00000 625.00| 1047.29000 1047.29
TRAFFIC SIGNAL, TYPE TS-1LL | | |
0117 A004.28 1.000 EACH| 1000.00000 1000.00| 625.00000 625.00| 1047.29000 1047.29
TRAFFIC SIGNAL, TYPE TS-1RR | | |
0118 A006.15 8.000 EACH| 300.00000 2400.00| 390.00000 3120.00| 314.19000 2513.52
PEDESTRIAN SIGNAL, TYPE PS-1 | | |
0119 A006.70 8.000 EACH| 100.00000 800.00| 150.00000 1200.00| 104.73000 837.84
PEDESTRIAN PUSHBUTTON, TYPE PPB | | |
0120 A006.98 4.000 EACH| 200.00000 800.00| 145.00000 580.00| 209.46000 837.84
VEHICLE DETECTOR, TYPE A PREFORMED | | |
0121 A007.00 4.000 EACH| 250.00000 1000.00| 155.00000 620.00| 261.82000 1047.28
VEHICLE DETECTOR, TYPE B PREFORMED | | |
0122 A008.72 5.000 EACH| 1900.00000 9500.00| 1725.00000 8625.00| 1989.85000 9949.25
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-0.3-0.25 | | |
0123 A009.14 4.000 EACH| 1700.00000 6800.00| 1925.00000 7700.00| 1780.39000 7121.56
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-3.7-0.25 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1836X COUNTIES : SALINE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-33-6(106)
====================================================================================================================================
|(1) 0083 |(2) 3312 |(3) 1613
|WERNER CONSTRUCTION, INC. |PAVERS COMPANIES |COLLINS CONTRACTING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0124 A009.93 15.000 EACH| 1550.00000 23250.00| 1500.00000 22500.00| 1623.30000 24349.50
STREET LIGHTING UNIT, TYPE | | |
SL-A-12.2-0.3-0.25 | | |
0125 A011.16 1.000 EACH| 4000.00000 4000.00| 6150.00000 6150.00| 4189.15000 4189.15
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-9.5-1.2 | | |
0126 A011.34 1.000 EACH| 4100.00000 4100.00| 6275.00000 6275.00| 4293.88000 4293.88
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-11-1.2 | | |
0127 A011.58 2.000 EACH| 5000.00000 10000.00| 6350.00000 12700.00| 5236.44000 10472.88
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-12.5 -1.2 | | |
0128 A020.10 1.000 EACH| 500.00000 500.00| 550.00000 550.00| 523.64000 523.64
LIGHTING CONTROL CENTER, TYPE D | | |
0129 A020.30 2.000 EACH| 1500.00000 3000.00| 1325.00000 2650.00| 1570.93000 3141.86
LIGHTING CONTROL CENTER, TYPE R | | |
0130 A070.10 1009.000 m | 6.50000 6558.50| 6.10000 6154.90| 6.81000 6871.29
38 mm CONDUIT IN TRENCH | | |
0131 A070.14 215.600 m | 7.00000 1509.20| 6.60000 1422.96| 7.33000 1580.35
50 mm CONDUIT IN TRENCH | | |
0132 A070.18 1.400 m | 30.00000 42.00| 16.00000 22.40| 31.42000 43.99
75 mm CONDUIT IN TRENCH | | |
0133 A072.10 377.000 m | 7.00000 2639.00| 12.00000 4524.00| 7.33000 2763.41
38 mm CONDUIT UNDER ROADWAY | | |
0134 A072.14 112.200 m | 8.00000 897.60| 13.00000 1458.60| 8.38000 940.24
50 mm CONDUIT UNDER ROADWAY | | |
0135 A072.18 17.100 m | 15.00000 256.50| 17.00000 290.70| 15.71000 268.64
75 mm CONDUIT UNDER ROADWAY | | |
0136 A077.12 237.400 m | 1.20000 284.88| 3.25000 771.55| 1.26000 299.12
2/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0137 A077.17 276.700 m | 1.90000 525.73| 4.65000 1286.66| 1.99000 550.63
7/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0138 A077.22 118.700 m | 4.00000 474.80| 6.70000 795.29| 4.19000 497.35
12/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0139 A079.01 105.800 m | 1.40000 148.12| 2.40000 253.92| 1.47000 155.53
2/C #14 AWG DETECTOR LEAD-IN CABLE | | |
0140 A079.50 337.600 m | 1.00000 337.60| 1.20000 405.12| 1.05000 354.48
GROUNDING CONDUCTOR | | |
0141 A079.55 60.000 m | 3.00000 180.00| 1.75000 105.00| 3.14000 188.40
SERVICE CABLE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1836X COUNTIES : SALINE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-33-6(106)
====================================================================================================================================
|(1) 0083 |(2) 3312 |(3) 1613
|WERNER CONSTRUCTION, INC. |PAVERS COMPANIES |COLLINS CONTRACTING COMPANY,
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0142 A080.22 1386.000 m | 1.10000 1524.60| 1.60000 2217.60| 1.15000 1593.90
STREET LIGHTING CABLE, NO. 6 BARE | | |
0143 A080.24 2772.000 m | 1.50000 4158.00| 1.75000 4851.00| 1.57000 4352.04
STREET LIGHTING CABLE, NO. 6 USE | | |
0144 A500.20 1.000 EACH| 1000.00000 1000.00| 500.00000 500.00| 1047.29000 1047.29
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | |
TC-170 | | |
0145 0030.81 LUMP| 4000.00000 4000.00| 500.00000 500.00| 3740.92000 3740.92
MOBILIZATION | | |
SECTION TOTALS | $ 101,886.53| $ 107,974.70| $ 106,255.46
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0146 0001.10 5925.000 BDAY| 2.50000 14812.50| 1.87000 11079.75| 1.80000 10665.00
BARRICADE, TYPE III | | |
0147 0001.30 474.000 LDAY| 2.50000 1185.00| 1.04000 492.96| 1.00000 474.00
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0148 0001.90 8484.000 EACH| 0.50000 4242.00| 0.55000 4666.20| 0.53000 4496.52
SIGN DAY | | |
0149 0010.04 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| 10000.00000 10000.00
FIELD OFFICE | | |
0150 0030.00 LUMP| 5000.00000 5000.00| 3103.90000 3103.90| 3173.00000 3173.00
MOBILIZATION | | |
SECTION TOTALS | $ 26,739.50| $ 21,342.81| $ 28,808.52
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,418,062.09| $ 2,488,000.00| $ 2,584,962.78
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1836X COUNTIES : SALINE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-33-6(106)
====================================================================================================================================
|(4) 1344 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 0030.10 LUMP| 17500.00000 17500.00| |
MOBILIZATION | | |
0002 1009.00 LUMP| 5040.00000 5040.00| |
GENERAL CLEARING AND GRUBBING | | |
0003 1010.01 8647.000 m3 | 4.70000 40640.90| |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0004 1011.00 140.000 kL | 2.94000 411.60| |
WATER | | |
0005 1101.00 22100.000 m2 | 4.07000 89947.00| |
REMOVE PAVEMENT | | |
0006 1106.00 1625.000 m2 | 3.41000 5541.25| |
REMOVE DRIVEWAY | | |
0007 1107.00 1359.000 m2 | 3.68000 5001.12| |
REMOVE WALK | | |
0008 1114.10 35.700 m | 16.80000 599.76| |
REMOVE RETAINING WALL | | |
0009 4093.80 270.000 m2 | 149.10000 40257.00| |
WALL MATERIALS | | |
0010 4095.15 211.000 m | 2.10000 443.10| |
COMPACTED EARTH LEVELING PAD | | |
0011 8024.50 81.000 m3 | 19.95000 1615.95| |
SELECT GRANULAR BACKFILL FOR RETAINED | | |
EARTH STRUCTURE | | |
SECTION TOTALS | $ 206,997.68| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0012 L001.02 1.000 ha | 5250.00000 5250.00| |
SEEDING, TYPE B | | |
0013 L010.00 4777.000 m2 | 4.10000 19585.70| |
SODDING | | |
0014 L032.80 2.700 Mg | 262.50000 708.75| |
HYDROMULCH | | |
0015 0030.30 LUMP| 70000.00000 70000.00| |
MOBILIZATION | | |
0016 3016.21 2295.000 m2 | 30.74000 70548.30| |
CONCRETE CLASS 47B-20 SIDEWALKS | | |
0017 3020.26 1789.000 m2 | 31.82000 56925.98| |
CONCRETE CLASS 47B-25 DRIVEWAY | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1836X COUNTIES : SALINE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-33-6(106)
====================================================================================================================================
|(4) 1344 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0018 3075.41 6644.000 m2 | 40.62000 269879.28| |
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
0019 3075.45 19896.000 m2 | 44.03000 876020.88| |
230 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-25 | | |
0020 4015.00 6.000 EACH| 472.50000 2835.00| |
ADJUST MANHOLE TO GRADE | | |
0021 4103.06 2.850 m3 | 945.00000 2693.25| |
CLASS 47B-20 CONCRETE FOR STEP | | |
0022 4764.35 1514.500 m | 14.05000 21278.73| |
100 mm PERFORATED PIPE UNDERDRAIN | | |
0023 7130.85 92.000 m | 64.12000 5899.04| |
VINYL FENCE | | |
0024 7500.32 28.000 EACH| 215.25000 6027.00| |
ARROW, PREFORMED PAVEMENT MARKING, TYPE | | |
4 | | |
0025 7500.38 2.000 EACH| 315.00000 630.00| |
ONLY, PREFORMED PAVEMENT MARKING, TYPE 4| | |
0026 7502.12 120.000 m | 3.99000 478.80| |
100 mm WHITE PREFORMED PAVEMENT MARKING,| | |
TYPE 2, GROOVED | | |
0027 7503.12 3520.000 m | 4.20000 14784.00| |
100 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 2, GROOVED | | |
0028 7508.03 275.000 m | 18.67000 5134.25| |
300 mm WHITE PREFORMED PAVEMENT MARKING,| | |
TYPE 3 | | |
0029 7509.12 40.000 m | 12.60000 504.00| |
300 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 2, GROOVED | | |
0030 8029.00 26540.000 m2 | 5.82000 154462.80| |
AGGREGATE FOUNDATION COURSE | | |
0031 9111.00 481.000 kL | 4.67000 2246.27| |
WATER | | |
0032 9170.00 32.008 StaM| 519.75000 16636.16| |
EARTH SHOULDER CONSTRUCTION | | |
0033 9173.20 28329.000 m2 | 1.85000 52408.65| |
SUBGRADE PREPARATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1836X COUNTIES : SALINE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-33-6(106)
====================================================================================================================================
|(4) 1344 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION TOTALS | $ 1,654,936.84| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0034 P300.30 3.500 m | 136.50000 477.75| |
750 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0035 P300.48 5.000 m | 226.80000 1134.00| |
1200 mm CULVERT PIPE, TYPE 3,4 OR 5 | | |
0036 P700.18 403.000 m | 102.90000 41468.70| |
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0037 P700.24 328.500 m | 130.20000 42770.70| |
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0038 P700.30 468.000 m | 176.40000 82555.20| |
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0039 0030.40 LUMP| 25000.00000 25000.00| |
MOBILIZATION | | |
0040 1117.00 1.000 EACH| 525.00000 525.00| |
REMOVE MANHOLE | | |
0041 1119.00 15.000 EACH| 367.50000 5512.50| |
REMOVE INLET | | |
0042 4002.00 2622.000 kg | 3.26000 8547.72| |
CAST IRON COVER AND FRAME | | |
0043 4003.00 526.000 kg | 3.15000 1656.90| |
CAST IRON COVER, FRAME, AND FLANGE | | |
0044 4016.00 1.000 EACH| 2100.00000 2100.00| |
MANHOLE AT STA. 36+22.30 8.2m LT. | | |
0045 4016.01 1.000 EACH| 2100.00000 2100.00| |
MANHOLE AT STA. 37+26.49 8.2m LT. | | |
0046 4018.00 2.000 EACH| 262.50000 525.00| |
TAPPING EXISTING STRUCTURE | | |
0047 4018.50 2.000 EACH| 210.00000 420.00| |
TAPPING EXISTING PIPE | | |
0048 4035.00 2.000 EACH| 89.25000 178.50| |
REMOVE FLARED-END SECTION | | |
0049 4040.00 5.000 EACH| 194.25000 971.25| |
REMOVE HEADWALLS FROM CULVERTS | | |
0050 4043.50 166.500 m | 34.23000 5699.30| |
REMOVE SEWER PIPE | | |
0051 4045.00 1.000 EACH| 7350.00000 7350.00| |
REMOVE STRUCTURE STA. 32+01.88 TO STA. | | |
33+90.30 LT. | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 15
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1836X COUNTIES : SALINE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-33-6(106)
====================================================================================================================================
|(4) 1344 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0052 4045.01 1.000 EACH| 6562.50000 6562.50| |
REMOVE STRUCTURE STA. 32+01.88 TO STA. | | |
33+83.29 RT. | | |
0053 4050.01 41.000 m3 | 21.00000 861.00| |
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0054 4051.01 17.000 m3 | 36.75000 624.75| |
EXCAVATION FOR BOX CULVERTS | | |
0055 4100.06 1.070 m3 | 745.50000 797.69| |
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0056 4101.06 17.570 m3 | 525.00000 9224.25| |
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX | | |
CULVERT | | |
0057 4105.59 148.660 m3 | 666.75000 99119.06| |
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0058 4150.00 80.000 kg | 2.36000 188.80| |
REINFORCING STEEL FOR HEADWALL | | |
0059 4151.00 930.000 kg | 1.85000 1720.50| |
REINFORCING STEEL FOR BOX CULVERT | | |
0060 4155.50 4440.000 kg | 1.97000 8746.80| |
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0061 4360.30 2.000 EACH| 239.40000 478.80| |
750 mm METAL FLARED-END SECTION | | |
0062 4803.06 4.500 m | 43.89000 197.51| |
150 mm P.V.C. PIPE | | |
SECTION TOTALS | $ 357,514.18| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4A SANITARY SEWER AND WATER MAIN
| | |
0063 W100.00 13.000 EACH| 194.25000 2525.25| |
CURB STOP AND BOX | | |
0064 W175.00 3.000 EACH| 194.25000 582.75| |
19 mm CORPORATION STOP | | |
0065 W175.01 10.000 EACH| 241.50000 2415.00| |
25 mm CORPORATION STOP | | |
0066 W176.01 85.190 m | 39.38000 3354.78| |
25 mm COPPER WATER SERVICE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 16
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1836X COUNTIES : SALINE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-33-6(106)
====================================================================================================================================
|(4) 1344 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0067 W176.24 73.410 m | 38.85000 2851.98| |
19 mm WATER SERVICE | | |
0068 W176.70 3.000 EACH| 31.50000 94.50| |
WATER SERVICE CONNECTION 19 mm | | |
0069 W176.71 15.000 EACH| 31.50000 472.50| |
WATER SERVICE CONNECTION 25 mm | | |
0070 W200.04 1018.200 kg | 5.57000 5671.37| |
DUCTILE IRON FITTINGS, M.J. | | |
0071 W205.04 2.780 m | 55.65000 154.71| |
100 mm WATER MAIN PIPE | | |
0072 W205.06 355.700 m | 52.50000 18674.25| |
150 mm WATER MAIN PIPE | | |
0073 W205.08 21.720 m | 64.39000 1398.55| |
200 mm WATER MAIN PIPE | | |
0074 W205.12 237.370 m | 77.70000 18443.65| |
300 mm WATER MAIN PIPE | | |
0075 W220.06 14.000 EACH| 441.00000 6174.00| |
150 mm GATE VALVE, M.J. | | |
0076 W220.08 3.000 EACH| 596.40000 1789.20| |
200 mm GATE VALVE, M.J. | | |
0077 W220.12 5.000 EACH| 1044.75000 5223.75| |
300 mm GATE VALVE, M.J. | | |
0078 W221.06 14.000 EACH| 110.25000 1543.50| |
150 mm WATER VALVE BOX | | |
0079 W221.08 3.000 EACH| 110.25000 330.75| |
200 mm WATER VALVE BOX | | |
0080 W221.12 5.000 EACH| 110.25000 551.25| |
300 mm WATER VALVE BOX | | |
0081 W222.06 4.000 EACH| 1627.50000 6510.00| |
150 mm FIRE HYDRANT | | |
0082 W355.04 8.000 EACH| 367.50000 2940.00| |
100 mm SLEEVE | | |
0083 W355.08 2.000 EACH| 383.25000 766.50| |
200 mm SLEEVE | | |
0084 W355.10 1.000 EACH| 420.00000 420.00| |
250 mm SLEEVE | | |
0085 W722.51 492.830 m | 157.50000 77620.73| |
ABANDON WATER MAIN | | |
0086 W800.06 14.000 EACH| 34.23000 479.22| |
REMOVE GATE VALVE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 17
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1836X COUNTIES : SALINE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-33-6(106)
====================================================================================================================================
|(4) 1344 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0087 W800.21 64.590 m | 34.23000 2210.92| |
REMOVE WATER MAIN PIPE | | |
0088 W800.33 3.000 EACH| 210.00000 630.00| |
REMOVE HYDRANT | | |
0089 0030.40 LUMP| 20000.00000 20000.00| |
MOBILIZATION | | |
0090 1117.00 11.000 EACH| 525.00000 5775.00| |
REMOVE MANHOLE | | |
0091 4016.00 1.000 EACH| 2921.10000 2921.10| |
MANHOLE AT STA. 33+19.60 | | |
0092 4016.01 1.000 EACH| 2100.00000 2100.00| |
MANHOLE AT STA. 34+19.60 | | |
0093 4016.02 1.000 EACH| 3675.00000 3675.00| |
MANHOLE AT STA. 34+73.20 | | |
0094 4016.03 1.000 EACH| 2520.00000 2520.00| |
MANHOLE AT STA. 35+21.40 | | |
0095 4016.04 1.000 EACH| 2940.00000 2940.00| |
MANHOLE AT STA. 36+23.50 | | |
0096 4016.05 1.000 EACH| 2940.00000 2940.00| |
MANHOLE AT STA. 37+25.90 | | |
0097 4016.06 1.000 EACH| 2625.00000 2625.00| |
MANHOLE AT STA. 38+26.20 | | |
0098 4016.07 1.000 EACH| 2520.00000 2520.00| |
MANHOLE AT STA. 39+62.46 10.79m RT. | | |
0099 4016.08 1.000 EACH| 2520.00000 2520.00| |
MANHOLE AT STA. 39+92.61 9.89m RT. | | |
0100 4016.09 1.000 EACH| 2520.00000 2520.00| |
MANHOLE AT STA. 40+74.06 10.08m RT. | | |
0101 4016.10 1.000 EACH| 2625.00000 2625.00| |
MANHOLE AT STA. 42+02.46 10.05m RT. | | |
0102 4016.11 1.000 EACH| 2730.00000 2730.00| |
MANHOLE AT STA. 43+37.60 13.30m RT. | | |
0103 4042.55 7.000 EACH| 275.00000 1925.00| |
CONNECT SANITARY SERVICE | | |
0104 4043.50 644.670 m | 8.56000 5518.38| |
REMOVE SEWER PIPE | | |
0105 4731.04 155.500 m | 60.90000 9469.95| |
100 mm SANITARY SEWER PIPE | | |
0106 4763.00 LUMP| 5775.00000 5775.00| |
BYPASS PUMPING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 18
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1836X COUNTIES : SALINE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-33-6(106)
====================================================================================================================================
|(4) 1344 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0107 4764.78 54.580 m | 68.25000 3725.09| |
200 mm P.V.C. SEWER PIPE | | |
0108 4764.82 603.300 m | 110.59000 66718.95| |
300 mm P.V.C. SEWER PIPE | | |
0109 4764.85 30.380 m | 127.05000 3859.78| |
375 mm P.V.C. SEWER PIPE | | |
0110 4795.00 23.000 EACH| 220.50000 5071.50| |
P.V.C. WYE 300 mm X 100 mm | | |
0111 4805.26 17.000 m | 615.30000 10460.10| |
650 mm STEEL CASING | | |
SECTION TOTALS | $ 334,763.96| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 8B ELECTRICAL
| | |
0112 A001.01 5.000 EACH| 420.00000 2100.00| |
PULL BOX, TYPE PB-1 | | |
0113 A001.02 1.000 EACH| 315.00000 315.00| |
PULL BOX, TYPE PB-1A | | |
0114 A001.12 11.000 EACH| 315.00000 3465.00| |
PULL BOX, TYPE PB-5 | | |
0115 A003.10 6.000 EACH| 630.00000 3780.00| |
TRAFFIC SIGNAL, TYPE TS-1 | | |
0116 A004.04 1.000 EACH| 1050.00000 1050.00| |
TRAFFIC SIGNAL, TYPE TS-1LL | | |
0117 A004.28 1.000 EACH| 1050.00000 1050.00| |
TRAFFIC SIGNAL, TYPE TS-1RR | | |
0118 A006.15 8.000 EACH| 315.00000 2520.00| |
PEDESTRIAN SIGNAL, TYPE PS-1 | | |
0119 A006.70 8.000 EACH| 105.00000 840.00| |
PEDESTRIAN PUSHBUTTON, TYPE PPB | | |
0120 A006.98 4.000 EACH| 210.00000 840.00| |
VEHICLE DETECTOR, TYPE A PREFORMED | | |
0121 A007.00 4.000 EACH| 262.50000 1050.00| |
VEHICLE DETECTOR, TYPE B PREFORMED | | |
0122 A008.72 5.000 EACH| 1995.00000 9975.00| |
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-0.3-0.25 | | |
0123 A009.14 4.000 EACH| 1785.00000 7140.00| |
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-3.7-0.25 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 19
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1836X COUNTIES : SALINE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-33-6(106)
====================================================================================================================================
|(4) 1344 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0124 A009.93 15.000 EACH| 1627.50000 24412.50| |
STREET LIGHTING UNIT, TYPE | | |
SL-A-12.2-0.3-0.25 | | |
0125 A011.16 1.000 EACH| 4200.00000 4200.00| |
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-9.5-1.2 | | |
0126 A011.34 1.000 EACH| 4305.00000 4305.00| |
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-11-1.2 | | |
0127 A011.58 2.000 EACH| 5250.00000 10500.00| |
COMBINATION MAST ARM SIGNAL AND | | |
LIGHTING POLE, TYPE CMP-12.5 -1.2 | | |
0128 A020.10 1.000 EACH| 525.00000 525.00| |
LIGHTING CONTROL CENTER, TYPE D | | |
0129 A020.30 2.000 EACH| 1575.00000 3150.00| |
LIGHTING CONTROL CENTER, TYPE R | | |
0130 A070.10 1009.000 m | 6.83000 6891.47| |
38 mm CONDUIT IN TRENCH | | |
0131 A070.14 215.600 m | 7.35000 1584.66| |
50 mm CONDUIT IN TRENCH | | |
0132 A070.18 1.400 m | 31.50000 44.10| |
75 mm CONDUIT IN TRENCH | | |
0133 A072.10 377.000 m | 7.35000 2770.95| |
38 mm CONDUIT UNDER ROADWAY | | |
0134 A072.14 112.200 m | 8.40000 942.48| |
50 mm CONDUIT UNDER ROADWAY | | |
0135 A072.18 17.100 m | 15.75000 269.33| |
75 mm CONDUIT UNDER ROADWAY | | |
0136 A077.12 237.400 m | 1.26000 299.12| |
2/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0137 A077.17 276.700 m | 2.00000 553.40| |
7/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0138 A077.22 118.700 m | 4.20000 498.54| |
12/C #14 AWG TRAFFIC SIGNAL CABLE | | |
0139 A079.01 105.800 m | 1.47000 155.53| |
2/C #14 AWG DETECTOR LEAD-IN CABLE | | |
0140 A079.50 337.600 m | 1.05000 354.48| |
GROUNDING CONDUCTOR | | |
0141 A079.55 60.000 m | 3.15000 189.00| |
SERVICE CABLE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/23/01
PAGE : 20
TABULATION OF BIDS
CALL ORDER : F01 CONTRACT ID : 1836X COUNTIES : SALINE
LETTING DATE : 02/22/01 1:30 PM DISTRICT : 1
PROJECT(S) : EACSTPD-33-6(106)
====================================================================================================================================
|(4) 1344 | |
|DOBSON BROTHERS CONSTRUCTION| |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0142 A080.22 1386.000 m | 1.16000 1607.76| |
STREET LIGHTING CABLE, NO. 6 BARE | | |
0143 A080.24 2772.000 m | 1.58000 4379.76| |
STREET LIGHTING CABLE, NO. 6 USE | | |
0144 A500.20 1.000 EACH| 1050.00000 1050.00| |
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE | | |
TC-170 | | |
0145 0030.81 LUMP| 10000.00000 10000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 112,808.08| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 10 GENERAL ITEMS
| | |
0146 0001.10 5925.000 BDAY| 1.79000 10605.75| |
BARRICADE, TYPE III | | |
0147 0001.30 474.000 LDAY| 1.00000 474.00| |
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0148 0001.90 8484.000 EACH| 0.53000 4496.52| |
SIGN DAY | | |
0149 0010.04 1.000 EACH| 4038.60000 4038.60| |
FIELD OFFICE | | |
0150 0030.00 LUMP| 2000.00000 2000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 21,614.87| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,688,635.61| |
====================================================================================================================================