|
Contract Letting February 07, 2002 |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 2
VENDOR RANKING
CALL ORDER : F15 CONTRACT ID : 3343 COUNTIES : BURT
LETTING DATE : 02/07/02 DISTRICT : 3
PROJECT(S) : EACSTPD-75-3(110)
CONTRACT DESCRIPTION :
ON US-75 IN DECATUR.
--------------------------------------------------------------------------------------------------------------------------
VENDOR NO. BID NOTES
--------------------------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------------------------
TOTAL % OVER
RANK VENDOR NO./NAME BID LOW BID
--------------------------------------------------------------------------------------------------------------------------
1 1613 M. E. COLLINS CONTRACTING COMPANY, INC. $ 2,717,717.17 100.0000%
2 1227 GILBERT CENTRAL CORP. $ 2,951,432.82 108.5997%
3 3606 DOBSON BROTHERS CONSTRUCTION COMPANY AND AFFILIATES $ 3,194,012.60 117.5255%
4 2775 GILL CONSTRUCTION, INC. $ 3,194,682.60 117.5502%
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 3
TABULATION OF BIDS
CALL ORDER : F15 CONTRACT ID : 3343 COUNTIES : BURT
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-75-3(110)
====================================================================================================================================
|(1) 1613 |(2) 1227 |(3) 3606
|COLLINS CONTRACTING COMPANY,|GILBERT CENTRAL CORP. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 1.000 ha | 622.00000 622.00| 520.00000 520.00| 498.75000 498.75
COVER CROP SEEDING | | |
0002 L020.00 405.000 m2 | 1.87000 757.35| 5.00000 2025.00| 4.46000 1806.30
EROSION CONTROL | | |
0003 L022.11 328.000 m | 8.09000 2653.52| 12.00000 3936.00| 11.55000 3788.40
FABRIC SILT FENCE-LOW POROSITY | | |
0004 0030.10 LUMP| 7930.90000 7930.90| 15000.00000 15000.00| 12000.00000 12000.00
MOBILIZATION | | |
0005 1000.00 1.000 EACH| 1036.70000 1036.70| 1000.00000 1000.00| 1050.00000 1050.00
LARGE TREE REMOVAL | | |
0006 1009.00 LUMP| 5183.60000 5183.60| 30000.00000 30000.00| 5250.00000 5250.00
GENERAL CLEARING AND GRUBBING | | |
0007 1010.01 8376.000 m3 | 2.30000 19264.80| 5.00000 41880.00| 2.36000 19767.36
EXCAVATION (ESTABLISHED QUANTITY) | | |
0008 1011.00 233.000 kL | 4.70000 1095.10| 4.50000 1048.50| 4.73000 1102.09
WATER | | |
0009 1016.00 31.000 EACH| 135.00000 4185.00| 225.00000 6975.00| 157.50000 4882.50
RE-ESTABLISH PROPERTY CORNER | | |
0010 1101.00 19358.000 m2 | 5.20000 100661.60| 3.00000 58074.00| 3.15000 60977.70
REMOVE PAVEMENT | | |
0011 1101.25 200.000 m | 8.20000 1640.00| 8.20000 1640.00| 8.20000 1640.00
SAWING PAVEMENT | | |
0012 1102.00 260.000 m2 | 4.10000 1066.00| 9.00000 2340.00| 4.20000 1092.00
REMOVE ASPHALT SURFACE | | |
0013 1106.00 1360.000 m2 | 3.20000 4352.00| 3.00000 4080.00| 3.26000 4433.60
REMOVE DRIVEWAY | | |
0014 1107.00 1871.000 m2 | 2.30000 4303.30| 2.00000 3742.00| 2.36000 4415.56
REMOVE WALK | | |
0015 1108.00 78.000 m | 5.20000 405.60| 6.00000 468.00| 5.25000 409.50
REMOVE COMBINATION CURB AND GUTTER | | |
0016 1113.00 15.000 EACH| 51.80000 777.00| 100.00000 1500.00| 52.50000 787.50
REMOVE STEP | | |
0017 1117.00 1.000 EACH| 299.30000 299.30| 300.00000 300.00| 157.50000 157.50
REMOVE MANHOLE | | |
0018 1119.00 13.000 EACH| 299.30000 3890.90| 300.00000 3900.00| 157.50000 2047.50
REMOVE INLET | | |
0019 1123.00 29.600 m2 | 3.10000 91.76| 4.00000 118.40| 3.15000 93.24
REMOVE CONCRETE DITCH LINER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 4
TABULATION OF BIDS
CALL ORDER : F15 CONTRACT ID : 3343 COUNTIES : BURT
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-75-3(110)
====================================================================================================================================
|(1) 1613 |(2) 1227 |(3) 3606
|COLLINS CONTRACTING COMPANY,|GILBERT CENTRAL CORP. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1130.50 2.000 EACH| 933.00000 1866.00| 850.00000 1700.00| 1575.00000 3150.00
ABANDON MONITOR WELL | | |
0021 4350.18 9.900 m | 21.20000 209.88| 100.00000 990.00| 21.00000 207.90
450 mm CORRUGATED METAL PIPE | | |
0022 5895.00 LUMP| 4665.30000 4665.30| 7500.00000 7500.00| 4725.00000 4725.00
SITE RESTORATION | | |
0023 7017.00 78.000 m | 4.10000 319.80| 15.00000 1170.00| 4.20000 327.60
REMOVE GUARDRAIL | | |
0024 9110.01 10.000 HOUR| 72.60000 726.00| 100.00000 1000.00| 76.95000 769.50
RENTAL OF LOADER, FULLY OPERATED | | |
0025 9110.03 10.000 HOUR| 51.80000 518.00| 70.00000 700.00| 52.50000 525.00
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0026 9110.07 10.000 HOUR| 51.80000 518.00| 90.00000 900.00| 49.29000 492.90
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 169,039.41| $ 192,506.90| $ 136,397.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0027 L001.02 1.066 ha | 1555.09000 1657.73| 1600.00000 1705.60| 1575.00000 1678.95
SEEDING, TYPE B | | |
0028 L010.00 10765.000 m2 | 4.49000 48334.85| 4.00000 43060.00| 3.99000 42952.35
SODDING | | |
0029 L032.80 2.250 Mg | 103.67000 233.26| 110.00000 247.50| 105.00000 236.25
HYDROMULCH | | |
0030 0030.10 LUMP| 29459.20000 29459.20| 113000.00000 113000.00| 140000.00000 140000.00
MOBILIZATION | | |
0031 2021.00 10.000 EACH| 51.80000 518.00| 50.00000 500.00| 52.50000 525.00
MAILBOX POST | | |
0032 3013.11 9.000 m | 62.30000 560.70| 81.00000 729.00| 61.29000 551.61
CONCRETE CLASS 47B-25 BARRIER CURB | | |
0033 3014.12 78.000 m | 56.90000 4438.20| 66.00000 5148.00| 59.00000 4602.00
COMBINATION CONCRETE CLASS 47B-25 CURB | | |
AND GUTTER | | |
0034 3016.21 3507.000 m2 | 31.24000 109558.68| 32.00000 112224.00| 29.82000 104578.74
CONCRETE CLASS 47B-20 SIDEWALKS | | |
0035 3017.40 80.000 m2 | 40.00000 3200.00| 36.00000 2880.00| 44.05000 3524.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING | | |
0036 3020.26 1943.000 m2 | 31.90000 61981.70| 38.00000 73834.00| 34.86000 67732.98
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0037 3075.42 6959.000 m2 | 32.30000 224775.70| 37.00000 257483.00| 42.83000 298053.97
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 5
TABULATION OF BIDS
CALL ORDER : F15 CONTRACT ID : 3343 COUNTIES : BURT
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-75-3(110)
====================================================================================================================================
|(1) 1613 |(2) 1227 |(3) 3606
|COLLINS CONTRACTING COMPANY,|GILBERT CENTRAL CORP. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0038 3075.46 13302.000 m2 | 36.90000 490843.80| 32.00000 425664.00| 43.84000 583159.68
230 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-25 | | |
0039 3089.25 4679.000 m2 | 38.90000 182013.10| 28.00000 131012.00| 31.50000 147388.50
TEMPORARY SURFACING | | |
0040 3091.19 581.000 m2 | 46.70000 27132.70| 33.00000 19173.00| 56.06000 32570.86
230 mm CONCRETE PAVEMENT, CLASS | | |
47B-HE-25 | | |
0041 3091.25 793.000 m2 | 49.50000 39253.50| 42.00000 33306.00| 54.29000 43051.97
230 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-HE-25 | | |
0042 3300.65 11.000 EACH| 50.00000 550.00| 50.00000 550.00| 89.25000 981.75
CONCRETE PAVEMENT THICKNESS CORE | | |
0043 7502.04 68.000 m | 6.48000 440.64| 8.00000 544.00| 7.25000 493.00
100 mm WHITE PREFORMED PAVEMENT MARKING,| | |
TYPE 4 | | |
0044 7503.04 924.000 m | 6.48000 5987.52| 8.00000 7392.00| 7.56000 6985.44
100 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0045 7508.04 12.000 m | 19.44000 233.28| 24.00000 288.00| 22.73000 272.76
300 mm WHITE PREFORMED PAVEMENT MARKING,| | |
TYPE 4 | | |
0046 7509.04 64.000 m | 19.44000 1244.16| 25.00000 1600.00| 23.42000 1498.88
300 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0047 7512.04 16.200 m | 38.88000 629.86| 47.00000 761.40| 44.94000 728.03
600 mm WHITE PREFORMED PAVEMENT MARKING,| | |
TYPE 4 | | |
0048 8029.10 21567.000 m2 | 6.22000 134146.74| 6.00000 129402.00| 9.09000 196044.03
AGGREGATE FOUNDATION COURSE-D 100 mm | | |
0049 9005.45 600.000 Mg | 41.50000 24900.00| 44.00000 26400.00| 47.25000 28350.00
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0050 9021.01 32.400 Mg | 188.70000 6113.88| 200.00000 6480.00| 178.50000 5783.40
PERFORMANCE GRADED BINDER (64-22) | | |
0051 9053.00 3030.000 L | 0.30000 909.00| 0.30000 909.00| 0.27000 818.10
TACK COAT | | |
0052 9111.00 479.000 kL | 4.00000 1916.00| 4.00000 1916.00| 5.34000 2557.86
WATER | | |
0053 9170.00 31.207 StaM| 598.60000 18680.51| 600.00000 18724.20| 934.50000 29162.94
EARTH SHOULDER CONSTRUCTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 6
TABULATION OF BIDS
CALL ORDER : F15 CONTRACT ID : 3343 COUNTIES : BURT
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-75-3(110)
====================================================================================================================================
|(1) 1613 |(2) 1227 |(3) 3606
|COLLINS CONTRACTING COMPANY,|GILBERT CENTRAL CORP. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0054 9173.20 28355.000 m2 | 1.54000 43666.70| 2.50000 70887.50| 2.53000 71738.15
SUBGRADE PREPARATION | | |
0055 9179.35 475.000 m2 | 7.40000 3515.00| 8.00000 3800.00| 6.71000 3187.25
COLD MILLING, CLASS 5 | | |
SECTION TOTALS | $ 1,466,894.41| $ 1,489,620.20| $ 1,819,208.45
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0056 P310.42 20.000 m | 220.00000 4400.00| 200.00000 4000.00| 231.00000 4620.00
1050 mm CULVERT PIPE, TYPE 2,4 OR 5 | | |
0057 P700.15 48.000 m | 70.00000 3360.00| 125.00000 6000.00| 73.50000 3528.00
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0058 P700.18 525.000 m | 77.30000 40582.50| 88.00000 46200.00| 81.17000 42614.25
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0059 P700.24 112.000 m | 98.20000 10998.40| 106.00000 11872.00| 103.11000 11548.32
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0060 P700.30 105.000 m | 132.00000 13860.00| 137.00000 14385.00| 138.60000 14553.00
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0061 P700.36 80.800 m | 190.00000 15352.00| 225.00000 18180.00| 199.50000 16119.60
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0062 P702.60 13.000 m | 400.00000 5200.00| 400.00000 5200.00| 420.00000 5460.00
1500 mm STORM SEWER PIPE, TYPE 1 | | |
0063 P705.15 24.000 m | 59.00000 1416.00| 40.00000 960.00| 61.95000 1486.80
375 mm STORM SEWER PIPE, TYPE 1 CLASS IV| | |
0064 P775.24 22.000 m | 157.00000 3454.00| 156.00000 3432.00| 164.85000 3626.70
600 mm ROUND EQUIVALENT STORM SEWER | | |
PIPE, TYPE 1 | | |
0065 P775.72 509.000 m | 690.00000 351210.00| 630.00000 320670.00| 724.50000 368770.50
1800 mm ROUND EQUIVALENT STORM SEWER | | |
PIPE, TYPE 1 | | |
0066 0030.40 LUMP| 8000.00000 8000.00| 70000.00000 70000.00| 50000.00000 50000.00
MOBILIZATION | | |
0067 1043.50 86.000 m2 | 5.50000 473.00| 5.00000 430.00| 5.78000 497.08
RIPRAP FILTER FABRIC | | |
0068 4002.00 2280.000 kg | 4.50000 10260.00| 3.50000 7980.00| 4.73000 10784.40
CAST IRON COVER AND FRAME | | |
0069 4005.00 468.000 kg | 3.30000 1544.40| 2.00000 936.00| 3.47000 1623.96
CAST IRON RING AND COVER | | |
0070 4016.00 1.000 EACH| 3276.00000 3276.00| 4000.00000 4000.00| 3439.80000 3439.80
MANHOLE AT STA. 1100+48.5 RT. | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 7
TABULATION OF BIDS
CALL ORDER : F15 CONTRACT ID : 3343 COUNTIES : BURT
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-75-3(110)
====================================================================================================================================
|(1) 1613 |(2) 1227 |(3) 3606
|COLLINS CONTRACTING COMPANY,|GILBERT CENTRAL CORP. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0071 4016.01 1.000 EACH| 3344.00000 3344.00| 4500.00000 4500.00| 3511.20000 3511.20
MANHOLE AT STA. 1101+53.5 RT. | | |
0072 4016.02 1.000 EACH| 3307.00000 3307.00| 5000.00000 5000.00| 3472.35000 3472.35
MANHOLE AT STA. 1102+63.0 RT. | | |
0073 4040.00 6.000 EACH| 150.00000 900.00| 150.00000 900.00| 157.50000 945.00
REMOVE HEADWALLS FROM CULVERTS | | |
0074 4043.50 558.000 m | 9.80000 5468.40| 50.00000 27900.00| 10.29000 5741.82
REMOVE SEWER PIPE | | |
0075 4045.00 1.000 EACH| 1500.00000 1500.00| 2000.00000 2000.00| 1575.00000 1575.00
REMOVE STRUCTURE AT STA. 105+65 | | |
0076 4050.01 223.000 m3 | 10.00000 2230.00| 13.00000 2899.00| 10.50000 2341.50
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0077 4093.80 429.560 m2 | 120.70000 51847.89| 100.00000 42956.00| 151.20000 64949.47
WALL MATERIALS | | |
0078 4095.10 348.260 m | 20.80000 7243.81| 40.00000 13930.40| 57.75000 20112.02
CONCRETE LEVELING PADS | | |
0079 4100.06 5.400 m3 | 736.00000 3974.40| 850.00000 4590.00| 772.80000 4173.12
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0080 4103.06 10.160 m3 | 1300.00000 13208.00| 1775.00000 18034.00| 1795.50000 18242.28
CLASS 47B-20 CONCRETE FOR STEP | | |
0081 4105.58 145.050 m3 | 498.00000 72234.90| 550.00000 79777.50| 522.90000 75846.65
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0082 4107.07 2.510 m3 | 636.00000 1596.36| 500.00000 1255.00| 667.80000 1676.18
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0083 4150.00 295.000 kg | 2.40000 708.00| 2.00000 590.00| 2.52000 743.40
REINFORCING STEEL FOR HEADWALL | | |
0084 4155.50 5374.000 kg | 2.00000 10748.00| 2.00000 10748.00| 2.10000 11285.40
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0085 4157.00 75.000 kg | 2.40000 180.00| 2.00000 150.00| 2.52000 189.00
REINFORCING STEEL FOR COLLARS | | |
0086 4230.24 1.000 EACH| 351.00000 351.00| 250.00000 250.00| 368.55000 368.55
BAR GRATE FOR 600 mm CONCRETE | | |
FLARED-END SECTION | | |
0087 4310.24 1.000 EACH| 557.00000 557.00| 400.00000 400.00| 584.85000 584.85
600 mm FLARED-END SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 8
TABULATION OF BIDS
CALL ORDER : F15 CONTRACT ID : 3343 COUNTIES : BURT
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-75-3(110)
====================================================================================================================================
|(1) 1613 |(2) 1227 |(3) 3606
|COLLINS CONTRACTING COMPANY,|GILBERT CENTRAL CORP. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0088 4320.72 1.000 EACH| 4000.00000 4000.00| 2600.00000 2600.00| 4200.00000 4200.00
1800 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0089 4870.15 24.000 m | 401.00000 9624.00| 425.00000 10200.00| 421.05000 10105.20
JACKING 375 mm STORM SEWER PIPE, TYPE 1 | | |
CLASS IV | | |
0090 6105.01 5.270 Mg | 36.40000 191.83| 55.00000 289.85| 38.22000 201.42
ROCK RIPRAP, TYPE A | | |
0091 6105.03 53.260 Mg | 36.40000 1938.66| 36.00000 1917.36| 38.22000 2035.60
ROCK RIPRAP, TYPE C | | |
0092 6406.00 268.000 m | 120.00000 32160.00| 115.00000 30820.00| 126.00000 33768.00
PEDESTRIAN HANDRAIL | | |
0093 8024.50 300.690 m3 | 34.70000 10433.94| 40.00000 12027.60| 52.50000 15786.23
SELECT GRANULAR BACKFILL FOR RETAINED | | |
EARTH STRUCTURE | | |
SECTION TOTALS | $ 711,133.49| $ 787,979.71| $ 820,526.65
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4A SANITARY SEWER AND WATER MAIN
| | |
0094 W100.00 29.000 EACH| 146.00000 4234.00| 150.00000 4350.00| 153.30000 4445.70
CURB STOP AND BOX 25 mm | | |
0095 W175.01 39.000 EACH| 143.00000 5577.00| 157.00000 6123.00| 150.15000 5855.85
25 mm CORPORATION STOP | | |
0096 W176.01 259.080 m | 44.20000 11451.34| 46.00000 11917.68| 46.41000 12023.90
25 mm COPPER WATER SERVICE | | |
0097 W176.70 45.000 EACH| 52.20000 2349.00| 150.00000 6750.00| 54.81000 2466.45
WATER SERVICE CONNECTION | | |
0098 W205.04 27.510 m | 32.00000 880.32| 100.00000 2751.00| 33.60000 924.34
100 mm WATER MAIN PIPE | | |
0099 W205.06 1294.130 m | 36.50000 47235.75| 41.00000 53059.33| 38.33000 49604.00
150 mm WATER MAIN PIPE | | |
0100 W219.64 11.000 EACH| 499.00000 5489.00| 450.00000 4950.00| 523.95000 5763.45
100 mm GATE VALVE AND BOX | | |
0101 W219.66 15.000 EACH| 500.00000 7500.00| 500.00000 7500.00| 525.00000 7875.00
150 mm GATE VALVE AND BOX | | |
0102 W222.06 4.000 EACH| 2000.00000 8000.00| 1300.00000 5200.00| 2100.00000 8400.00
150 mm FIRE HYDRANT | | |
0103 W223.00 1.000 EACH| 8879.00000 8879.00| 7500.00000 7500.00| 9322.95000 9322.95
GRINDER PUMP | | |
0104 W224.45 28.000 EACH| 47.00000 1316.00| 75.00000 2100.00| 49.35000 1381.80
25 mm COMPRESSION COUPLING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 9
TABULATION OF BIDS
CALL ORDER : F15 CONTRACT ID : 3343 COUNTIES : BURT
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-75-3(110)
====================================================================================================================================
|(1) 1613 |(2) 1227 |(3) 3606
|COLLINS CONTRACTING COMPANY,|GILBERT CENTRAL CORP. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0105 W224.50 16.000 EACH| 48.00000 768.00| 75.00000 1200.00| 50.40000 806.40
25 mm X 19 mm COMPRESSION COUPLING | | |
0106 W224.87 1.000 EACH| 48.00000 48.00| 75.00000 75.00| 50.40000 50.40
25 mm BOLTED FLEX COUPLING | | |
0107 W224.90 11.000 EACH| 164.00000 1804.00| 275.00000 3025.00| 172.20000 1894.20
100 mm BOLTED FLEX COUPLING | | |
0108 W356.10 5.000 EACH| 154.00000 770.00| 170.00000 850.00| 161.70000 808.50
150 mm X 100 mm TEE | | |
0109 W356.12 5.000 EACH| 171.00000 855.00| 176.00000 880.00| 179.55000 897.75
150 mm X 150 mm TEE | | |
0110 W356.50 2.000 EACH| 204.00000 408.00| 225.00000 450.00| 214.20000 428.40
CROSS 150 mm X 100 mm | | |
0111 W357.14 2.000 EACH| 74.00000 148.00| 136.00000 272.00| 77.70000 155.40
100 mm - 45 DEGREE BEND | | |
0112 W357.16 16.000 EACH| 110.00000 1760.00| 147.00000 2352.00| 115.50000 1848.00
150 mm - 45 DEGREE BEND | | |
0113 W357.20 1.000 EACH| 127.00000 127.00| 150.00000 150.00| 133.35000 133.35
150 mm - 90 DEGREE BEND | | |
0114 W357.48 1.000 EACH| 107.00000 107.00| 150.00000 150.00| 112.35000 112.35
150 mm - 11 1/4 DEGREE BEND | | |
0115 W357.50 17.000 EACH| 74.00000 1258.00| 150.00000 2550.00| 77.70000 1320.90
100 mm - 22 1/2 DEGREE BEND | | |
0116 W357.52 1.000 EACH| 111.00000 111.00| 150.00000 150.00| 116.55000 116.55
150 mm - 22 1/2 DEGREE BEND | | |
0117 W358.14 1.000 EACH| 159.00000 159.00| 150.00000 150.00| 166.95000 166.95
150 mm X 50 mm REDUCER | | |
0118 W358.16 2.000 EACH| 87.00000 174.00| 100.00000 200.00| 91.35000 182.70
150 mm X 100 mm REDUCER | | |
0119 W724.75 1.000 EACH| 398.00000 398.00| 500.00000 500.00| 417.90000 417.90
CONNECT TO WATER MAIN | | |
0120 W800.33 4.000 EACH| 150.00000 600.00| 200.00000 800.00| 157.50000 630.00
REMOVE HYDRANT | | |
0121 W800.96 8.400 m | 81.30000 682.92| 130.00000 1092.00| 85.37000 717.11
BORING 150 mm WATER MAIN | | |
0122 0030.40 LUMP| 5100.00000 5100.00| 25000.00000 25000.00| 15000.00000 15000.00
MOBILIZATION | | |
0123 4005.00 1632.000 kg | 2.60000 4243.20| 2.00000 3264.00| 2.73000 4455.36
CAST IRON RING AND COVER | | |
0124 4015.75 22.200 Vm | 500.00000 11100.00| 800.00000 17760.00| 525.00000 11655.00
MANHOLE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 10
TABULATION OF BIDS
CALL ORDER : F15 CONTRACT ID : 3343 COUNTIES : BURT
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-75-3(110)
====================================================================================================================================
|(1) 1613 |(2) 1227 |(3) 3606
|COLLINS CONTRACTING COMPANY,|GILBERT CENTRAL CORP. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0125 4016.00 8.000 EACH| 1000.00000 8000.00| 200.00000 1600.00| 1050.00000 8400.00
MANHOLE | | |
0126 4017.00 1.000 EACH| 440.00000 440.00| 500.00000 500.00| 462.00000 462.00
TAPPING EXISTING MANHOLE | | |
0127 4042.55 18.000 EACH| 54.00000 972.00| 400.00000 7200.00| 56.70000 1020.60
CONNECT SANITARY SERVICE | | |
0128 4043.50 693.000 m | 10.00000 6930.00| 29.00000 20097.00| 10.50000 7276.50
REMOVE SEWER PIPE | | |
0129 4732.08 695.000 m | 58.10000 40379.50| 70.00000 48650.00| 61.01000 42401.95
200 mm P.V.C. SANITARY SEWER PIPE | | |
0130 4740.00 152.000 m | 28.70000 4362.40| 65.00000 9880.00| 30.14000 4581.28
50 mm P.V.C. FORCE MAIN | | |
0131 4764.74 53.000 m | 33.60000 1780.80| 65.00000 3445.00| 35.28000 1869.84
100 mm P.V.C. SEWER PIPE | | |
0132 4795.00 17.000 EACH| 60.20000 1023.40| 50.00000 850.00| 63.21000 1074.57
P.V.C. WYE 200 mm X 100 mm | | |
SECTION TOTALS | $ 197,420.63| $ 265,293.01| $ 216,947.40
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 7 GUARDRAIL
| | |
0133 0030.70 LUMP| 467.90000 467.90| 2500.00000 2500.00| 2000.00000 2000.00
MOBILIZATION | | |
0134 6010.26 3.840 m3 | 1811.20000 6955.01| 1700.00000 6528.00| 1834.35000 7043.90
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0135 6020.00 322.000 kg | 4.70000 1513.40| 2.00000 644.00| 4.73000 1523.06
REINFORCING STEEL FOR BRIDGE | | |
0136 7011.20 63.000 m | 35.00000 2205.00| 44.00000 2772.00| 35.44000 2232.72
W-BEAM GUARDRAIL | | |
0137 7020.00 4.000 EACH| 1047.10000 4188.40| 1200.00000 4800.00| 1060.50000 4242.00
BRIDGE APPROACH SECTIONS | | |
0138 7021.58 3.000 EACH| 1321.80000 3965.40| 1700.00000 5100.00| 1338.75000 4016.25
GUARDRAIL END TREATMENT, SRT-75 | | |
0139 7022.00 1.000 EACH| 414.70000 414.70| 500.00000 500.00| 420.00000 420.00
END ANCHORAGE ASSEMBLY | | |
SECTION TOTALS | $ 19,709.81| $ 22,844.00| $ 21,477.93
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 7B FENCING
| | |
0140 0030.70 LUMP| 500.00000 500.00| 500.00000 500.00| 400.00000 400.00
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 11
TABULATION OF BIDS
CALL ORDER : F15 CONTRACT ID : 3343 COUNTIES : BURT
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-75-3(110)
====================================================================================================================================
|(1) 1613 |(2) 1227 |(3) 3606
|COLLINS CONTRACTING COMPANY,|GILBERT CENTRAL CORP. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0141 7109.99 144.000 m | 5.50000 792.00| 6.00000 864.00| 5.78000 832.32
INSTALL TEMPORARY FENCE | | |
0142 7110.02 106.950 m | 35.60000 3807.42| 25.00000 2673.75| 24.89000 2661.99
0.9 METER CHAIN-LINK FENCE | | |
0143 7115.02 8.000 EACH| 71.50000 572.00| 75.00000 600.00| 76.65000 613.20
END POST FOR 0.9 METER CHAIN-LINK FENCE | | |
SECTION TOTALS | $ 5,671.42| $ 4,637.75| $ 4,507.51
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 8B ELECTRICAL
| | |
0144 A001.12 8.000 EACH| 414.70000 3317.60| 440.00000 3520.00| 420.00000 3360.00
PULL BOX, TYPE PB-5 | | |
0145 A009.08 21.000 EACH| 1451.40000 30479.40| 1540.00000 32340.00| 1470.00000 30870.00
STREET LIGHTING UNIT, TYPE | | |
SL-A-12.2-1.8-0.25 | | |
0146 A009.11 2.000 EACH| 1555.10000 3110.20| 2100.00000 4200.00| 1575.00000 3150.00
STREET LIGHTING UNIT, TYPE | | |
SL-A-12.2-3.7-0.25 | | |
0147 A009.14 1.000 EACH| 1866.10000 1866.10| 2000.00000 2000.00| 1890.00000 1890.00
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-3.7-0.25 | | |
0148 A009.29 1.000 EACH| 1658.80000 1658.80| 1800.00000 1800.00| 1680.00000 1680.00
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-1.8-0.25 | | |
0149 A020.30 2.000 EACH| 2591.80000 5183.60| 2750.00000 5500.00| 2625.00000 5250.00
LIGHTING CONTROL CENTER, TYPE R | | |
0150 A070.10 1133.000 m | 5.20000 5891.60| 5.50000 6231.50| 5.25000 5948.25
38 mm CONDUIT IN TRENCH | | |
0151 A072.10 334.000 m | 5.20000 1736.80| 5.50000 1837.00| 5.25000 1753.50
38 mm CONDUIT UNDER ROADWAY | | |
0152 A080.22 1467.000 m | 1.00000 1467.00| 1.10000 1613.70| 1.05000 1540.35
STREET LIGHTING CABLE, NO. 6 BARE | | |
0153 A080.24 2934.000 m | 2.10000 6161.40| 2.20000 6454.80| 2.10000 6161.40
STREET LIGHTING CABLE, NO. 6 USE | | |
0154 0030.81 LUMP| 1140.40000 1140.40| 1200.00000 1200.00| 1155.00000 1155.00
MOBILIZATION | | |
SECTION TOTALS | $ 62,012.90| $ 66,697.00| $ 62,758.50
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 10 GENERAL ITEMS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 12
TABULATION OF BIDS
CALL ORDER : F15 CONTRACT ID : 3343 COUNTIES : BURT
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-75-3(110)
====================================================================================================================================
|(1) 1613 |(2) 1227 |(3) 3606
|COLLINS CONTRACTING COMPANY,|GILBERT CENTRAL CORP. |DOBSON BROTHERS CONSTRUCTION
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0155 0001.08 6800.000 BDAY| 0.50000 3400.00| 0.50000 3400.00| 0.50000 3400.00
BARRICADE, TYPE II | | |
0156 0001.10 4958.000 BDAY| 1.24000 6147.92| 1.30000 6445.40| 1.26000 6247.08
BARRICADE, TYPE III | | |
0157 0001.30 488.000 LDAY| 0.88000 429.44| 1.00000 488.00| 0.89000 434.32
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0158 0001.75 760.000 EACH| 4.15000 3154.00| 4.50000 3420.00| 4.20000 3192.00
TEMPORARY SIGN DAY | | |
0159 0001.90 10113.000 EACH| 0.41000 4146.33| 0.45000 4550.85| 0.42000 4247.46
SIGN DAY | | |
0160 0002.39 750.000 m | 4.15000 3112.50| 4.40000 3300.00| 4.20000 3150.00
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0161 0003.10 190.000 DAY | 180.00000 34200.00| 275.00000 52250.00| 233.69000 44401.10
FLAGGING | | |
0162 0003.51 300.000 m | 30.00000 9000.00| 50.00000 15000.00| 53.92000 16176.00
INSTALL CONCRETE PROTECTION BARRIER | | |
0163 0003.75 1.000 EACH| 4146.90000 4146.90| 4500.00000 4500.00| 4200.00000 4200.00
TEMPORARY TRAFFIC SIGNAL AT DECATUR | | |
SCHOOL | | |
0164 0003.76 1.000 EACH| 17516.50000 17516.50| 18500.00000 18500.00| 17740.80000 17740.80
TEMPORARY TRAFFIC SIGNAL AT STA. 101+20 | | |
0165 0030.10 LUMP| 581.51000 581.51| 10000.00000 10000.00| 9000.00000 9000.00
MOBILIZATION | | |
SECTION TOTALS | $ 85,835.10| $ 121,854.25| $ 112,188.76
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 2,717,717.17| $ 2,951,432.82| $ 3,194,012.60
====================================================================================================================================
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 13
TABULATION OF BIDS
CALL ORDER : F15 CONTRACT ID : 3343 COUNTIES : BURT
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-75-3(110)
====================================================================================================================================
|(4) 2775 | |
|GILL CONSTRUCTION, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0001 GROUP 1 GRADING
| | |
0001 L006.00 1.000 ha | 522.50000 522.50| |
COVER CROP SEEDING | | |
0002 L020.00 405.000 m2 | 4.67000 1891.35| |
EROSION CONTROL | | |
0003 L022.11 328.000 m | 12.10000 3968.80| |
FABRIC SILT FENCE-LOW POROSITY | | |
0004 0030.10 LUMP| 22660.00000 22660.00| |
MOBILIZATION | | |
0005 1000.00 1.000 EACH| 990.00000 990.00| |
LARGE TREE REMOVAL | | |
0006 1009.00 LUMP| 8580.00000 8580.00| |
GENERAL CLEARING AND GRUBBING | | |
0007 1010.01 8376.000 m3 | 6.49000 54360.24| |
EXCAVATION (ESTABLISHED QUANTITY) | | |
0008 1011.00 233.000 kL | 5.50000 1281.50| |
WATER | | |
0009 1016.00 31.000 EACH| 850.00000 26350.00| |
RE-ESTABLISH PROPERTY CORNER | | |
0010 1101.00 19358.000 m2 | 4.95000 95822.10| |
REMOVE PAVEMENT | | |
0011 1101.25 200.000 m | 8.20000 1640.00| |
SAWING PAVEMENT | | |
0012 1102.00 260.000 m2 | 4.95000 1287.00| |
REMOVE ASPHALT SURFACE | | |
0013 1106.00 1360.000 m2 | 4.95000 6732.00| |
REMOVE DRIVEWAY | | |
0014 1107.00 1871.000 m2 | 4.95000 9261.45| |
REMOVE WALK | | |
0015 1108.00 78.000 m | 10.45000 815.10| |
REMOVE COMBINATION CURB AND GUTTER | | |
0016 1113.00 15.000 EACH| 165.00000 2475.00| |
REMOVE STEP | | |
0017 1117.00 1.000 EACH| 192.50000 192.50| |
REMOVE MANHOLE | | |
0018 1119.00 13.000 EACH| 137.50000 1787.50| |
REMOVE INLET | | |
0019 1123.00 29.600 m2 | 7.59000 224.66| |
REMOVE CONCRETE DITCH LINER | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 14
TABULATION OF BIDS
CALL ORDER : F15 CONTRACT ID : 3343 COUNTIES : BURT
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-75-3(110)
====================================================================================================================================
|(4) 2775 | |
|GILL CONSTRUCTION, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0020 1130.50 2.000 EACH| 350.00000 700.00| |
ABANDON MONITOR WELL | | |
0021 4350.18 9.900 m | 56.65000 560.84| |
450 mm CORRUGATED METAL PIPE | | |
0022 5895.00 LUMP| 7480.00000 7480.00| |
SITE RESTORATION | | |
0023 7017.00 78.000 m | 5.50000 429.00| |
REMOVE GUARDRAIL | | |
0024 9110.01 10.000 HOUR| 110.00000 1100.00| |
RENTAL OF LOADER, FULLY OPERATED | | |
0025 9110.03 10.000 HOUR| 70.00000 700.00| |
RENTAL OF DUMP TRUCK, FULLY OPERATED | | |
0026 9110.07 10.000 HOUR| 77.00000 770.00| |
RENTAL OF SKID LOADER, FULLY OPERATED | | |
SECTION TOTALS | $ 252,581.54| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0002 GROUP 3 CONCRETE PAVEMENT
| | |
0027 L001.02 1.066 ha | 1650.00000 1758.90| |
SEEDING, TYPE B | | |
0028 L010.00 10765.000 m2 | 4.18000 44997.70| |
SODDING | | |
0029 L032.80 2.250 Mg | 110.00000 247.50| |
HYDROMULCH | | |
0030 0030.10 LUMP| 40755.00000 40755.00| |
MOBILIZATION | | |
0031 2021.00 10.000 EACH| 55.00000 550.00| |
MAILBOX POST | | |
0032 3013.11 9.000 m | 82.50000 742.50| |
CONCRETE CLASS 47B-25 BARRIER CURB | | |
0033 3014.12 78.000 m | 66.65000 5198.70| |
COMBINATION CONCRETE CLASS 47B-25 CURB | | |
AND GUTTER | | |
0034 3016.21 3507.000 m2 | 31.74000 111312.18| |
CONCRETE CLASS 47B-20 SIDEWALKS | | |
0035 3017.40 80.000 m2 | 34.38000 2750.40| |
CONCRETE CLASS 47B-20 MEDIAN SURFACING | | |
0036 3020.26 1943.000 m2 | 37.46000 72784.78| |
CONCRETE CLASS 47B-25 DRIVEWAY | | |
0037 3075.42 6959.000 m2 | 43.47000 302507.73| |
230 mm CONCRETE PAVEMENT, CLASS 47B-25 | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 15
TABULATION OF BIDS
CALL ORDER : F15 CONTRACT ID : 3343 COUNTIES : BURT
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-75-3(110)
====================================================================================================================================
|(4) 2775 | |
|GILL CONSTRUCTION, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0038 3075.46 13302.000 m2 | 48.87000 650068.74| |
230 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-25 | | |
0039 3089.25 4679.000 m2 | 30.97000 144908.63| |
TEMPORARY SURFACING | | |
0040 3091.19 581.000 m2 | 51.39000 29857.59| |
230 mm CONCRETE PAVEMENT, CLASS | | |
47B-HE-25 | | |
0041 3091.25 793.000 m2 | 55.79000 44241.47| |
230 mm DOWELED CONCRETE PAVEMENT, CLASS | | |
47B-HE-25 | | |
0042 3300.65 11.000 EACH| 99.00000 1089.00| |
CONCRETE PAVEMENT THICKNESS CORE | | |
0043 7502.04 68.000 m | 9.66000 656.88| |
100 mm WHITE PREFORMED PAVEMENT MARKING,| | |
TYPE 4 | | |
0044 7503.04 924.000 m | 10.08000 9313.92| |
100 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0045 7508.04 12.000 m | 30.31000 363.72| |
300 mm WHITE PREFORMED PAVEMENT MARKING,| | |
TYPE 4 | | |
0046 7509.04 64.000 m | 31.22000 1998.08| |
300 mm YELLOW PREFORMED PAVEMENT | | |
MARKING, TYPE 4 | | |
0047 7512.04 16.200 m | 59.92000 970.70| |
600 mm WHITE PREFORMED PAVEMENT MARKING,| | |
TYPE 4 | | |
0048 8029.10 21567.000 m2 | 5.67000 122284.89| |
AGGREGATE FOUNDATION COURSE-D 100 mm | | |
0049 9005.45 600.000 Mg | 60.17000 36102.00| |
ASPHALTIC CONCRETE, TYPE SP4(12.5) | | |
0050 9021.01 32.400 Mg | 202.40000 6557.76| |
PERFORMANCE GRADED BINDER (64-22) | | |
0051 9053.00 3030.000 L | 0.30000 909.00| |
TACK COAT | | |
0052 9111.00 479.000 kL | 7.50000 3592.50| |
WATER | | |
0053 9170.00 31.207 StaM| 1090.00000 34015.63| |
EARTH SHOULDER CONSTRUCTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 16
TABULATION OF BIDS
CALL ORDER : F15 CONTRACT ID : 3343 COUNTIES : BURT
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-75-3(110)
====================================================================================================================================
|(4) 2775 | |
|GILL CONSTRUCTION, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0054 9173.20 28355.000 m2 | 2.12000 60112.60| |
SUBGRADE PREPARATION | | |
0055 9179.35 475.000 m2 | 12.75000 6056.25| |
COLD MILLING, CLASS 5 | | |
SECTION TOTALS | $ 1,736,704.75| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0003 GROUP 4 CULVERTS
| | |
0056 P310.42 20.000 m | 199.38000 3987.60| |
1050 mm CULVERT PIPE, TYPE 2,4 OR 5 | | |
0057 P700.15 48.000 m | 78.40000 3763.20| |
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0058 P700.18 525.000 m | 87.54000 45958.50| |
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0059 P700.24 112.000 m | 116.20000 13014.40| |
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0060 P700.30 105.000 m | 133.07000 13972.35| |
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0061 P700.36 80.800 m | 202.69000 16377.35| |
900 mm STORM SEWER PIPE, TYPE 1,7 OR 8 | | |
0062 P702.60 13.000 m | 361.43000 4698.59| |
1500 mm STORM SEWER PIPE, TYPE 1 | | |
0063 P705.15 24.000 m | 71.78000 1722.72| |
375 mm STORM SEWER PIPE, TYPE 1 CLASS IV| | |
0064 P775.24 22.000 m | 170.78000 3757.16| |
600 mm ROUND EQUIVALENT STORM SEWER | | |
PIPE, TYPE 1 | | |
0065 P775.72 509.000 m | 693.00000 352737.00| |
1800 mm ROUND EQUIVALENT STORM SEWER | | |
PIPE, TYPE 1 | | |
0066 0030.40 LUMP| 8250.00000 8250.00| |
MOBILIZATION | | |
0067 1043.50 86.000 m2 | 2.70000 232.20| |
RIPRAP FILTER FABRIC | | |
0068 4002.00 2280.000 kg | 2.92000 6657.60| |
CAST IRON COVER AND FRAME | | |
0069 4005.00 468.000 kg | 2.92000 1366.56| |
CAST IRON RING AND COVER | | |
0070 4016.00 1.000 EACH| 3033.80000 3033.80| |
MANHOLE AT STA. 1100+48.5 RT. | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 17
TABULATION OF BIDS
CALL ORDER : F15 CONTRACT ID : 3343 COUNTIES : BURT
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-75-3(110)
====================================================================================================================================
|(4) 2775 | |
|GILL CONSTRUCTION, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0071 4016.01 1.000 EACH| 3150.40000 3150.40| |
MANHOLE AT STA. 1101+53.5 RT. | | |
0072 4016.02 1.000 EACH| 2934.80000 2934.80| |
MANHOLE AT STA. 1102+63.0 RT. | | |
0073 4040.00 6.000 EACH| 148.50000 891.00| |
REMOVE HEADWALLS FROM CULVERTS | | |
0074 4043.50 558.000 m | 42.24000 23569.92| |
REMOVE SEWER PIPE | | |
0075 4045.00 1.000 EACH| 1336.50000 1336.50| |
REMOVE STRUCTURE AT STA. 105+65 | | |
0076 4050.01 223.000 m3 | 14.58000 3251.34| |
EXCAVATION FOR PIPE, PIPE-ARCH CULVERTS,| | |
AND HEADWALLS | | |
0077 4093.80 429.560 m2 | 195.36000 83918.84| |
WALL MATERIALS | | |
0078 4095.10 348.260 m | 16.23000 5652.26| |
CONCRETE LEVELING PADS | | |
0079 4100.06 5.400 m3 | 588.50000 3177.90| |
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
HEADWALL | | |
0080 4103.06 10.160 m3 | 1727.00000 17546.32| |
CLASS 47B-20 CONCRETE FOR STEP | | |
0081 4105.58 145.050 m3 | 478.50000 69406.43| |
CLASS 47B-20 CONCRETE FOR INLET AND | | |
JUNCTION BOX | | |
0082 4107.07 2.510 m3 | 687.50000 1725.63| |
CLASS 47B-20 OR AX-20 CONCRETE FOR | | |
CONCRETE COLLARS | | |
0083 4150.00 295.000 kg | 1.41000 415.95| |
REINFORCING STEEL FOR HEADWALL | | |
0084 4155.50 5374.000 kg | 1.41000 7577.34| |
REINFORCING STEEL FOR INLET AND | | |
JUNCTION BOX | | |
0085 4157.00 75.000 kg | 1.41000 105.75| |
REINFORCING STEEL FOR COLLARS | | |
0086 4230.24 1.000 EACH| 286.00000 286.00| |
BAR GRATE FOR 600 mm CONCRETE | | |
FLARED-END SECTION | | |
0087 4310.24 1.000 EACH| 423.50000 423.50| |
600 mm FLARED-END SECTION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 18
TABULATION OF BIDS
CALL ORDER : F15 CONTRACT ID : 3343 COUNTIES : BURT
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-75-3(110)
====================================================================================================================================
|(4) 2775 | |
|GILL CONSTRUCTION, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0088 4320.72 1.000 EACH| 2937.00000 2937.00| |
1800 mm ROUND EQUIVALENT FLARED-END | | |
SECTION | | |
0089 4870.15 24.000 m | 445.63000 10695.12| |
JACKING 375 mm STORM SEWER PIPE, TYPE 1 | | |
CLASS IV | | |
0090 6105.01 5.270 Mg | 26.82000 141.34| |
ROCK RIPRAP, TYPE A | | |
0091 6105.03 53.260 Mg | 27.63000 1471.57| |
ROCK RIPRAP, TYPE C | | |
0092 6406.00 268.000 m | 133.60000 35804.80| |
PEDESTRIAN HANDRAIL | | |
0093 8024.50 300.690 m3 | 79.48000 23898.84| |
SELECT GRANULAR BACKFILL FOR RETAINED | | |
EARTH STRUCTURE | | |
SECTION TOTALS | $ 779,847.58| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0004 GROUP 4A SANITARY SEWER AND WATER MAIN
| | |
0094 W100.00 29.000 EACH| 167.20000 4848.80| |
CURB STOP AND BOX 25 mm | | |
0095 W175.01 39.000 EACH| 171.60000 6692.40| |
25 mm CORPORATION STOP | | |
0096 W176.01 259.080 m | 41.34000 10710.37| |
25 mm COPPER WATER SERVICE | | |
0097 W176.70 45.000 EACH| 52.80000 2376.00| |
WATER SERVICE CONNECTION | | |
0098 W205.04 27.510 m | 45.74000 1258.31| |
100 mm WATER MAIN PIPE | | |
0099 W205.06 1294.130 m | 46.62000 60332.34| |
150 mm WATER MAIN PIPE | | |
0100 W219.64 11.000 EACH| 446.60000 4912.60| |
100 mm GATE VALVE AND BOX | | |
0101 W219.66 15.000 EACH| 490.60000 7359.00| |
150 mm GATE VALVE AND BOX | | |
0102 W222.06 4.000 EACH| 1237.50000 4950.00| |
150 mm FIRE HYDRANT | | |
0103 W223.00 1.000 EACH| 8415.00000 8415.00| |
GRINDER PUMP | | |
0104 W224.45 28.000 EACH| 35.20000 985.60| |
25 mm COMPRESSION COUPLING | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 19
TABULATION OF BIDS
CALL ORDER : F15 CONTRACT ID : 3343 COUNTIES : BURT
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-75-3(110)
====================================================================================================================================
|(4) 2775 | |
|GILL CONSTRUCTION, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0105 W224.50 16.000 EACH| 34.10000 545.60| |
25 mm X 19 mm COMPRESSION COUPLING | | |
0106 W224.87 1.000 EACH| 35.20000 35.20| |
25 mm BOLTED FLEX COUPLING | | |
0107 W224.90 11.000 EACH| 343.20000 3775.20| |
100 mm BOLTED FLEX COUPLING | | |
0108 W356.10 5.000 EACH| 206.80000 1034.00| |
150 mm X 100 mm TEE | | |
0109 W356.12 5.000 EACH| 215.60000 1078.00| |
150 mm X 150 mm TEE | | |
0110 W356.50 2.000 EACH| 313.60000 627.20| |
CROSS 150 mm X 100 mm | | |
0111 W357.14 2.000 EACH| 152.90000 305.80| |
100 mm - 45 DEGREE BEND | | |
0112 W357.16 16.000 EACH| 162.80000 2604.80| |
150 mm - 45 DEGREE BEND | | |
0113 W357.20 1.000 EACH| 163.80000 163.80| |
150 mm - 90 DEGREE BEND | | |
0114 W357.48 1.000 EACH| 159.50000 159.50| |
150 mm - 11 1/4 DEGREE BEND | | |
0115 W357.50 17.000 EACH| 149.60000 2543.20| |
100 mm - 22 1/2 DEGREE BEND | | |
0116 W357.52 1.000 EACH| 166.10000 166.10| |
150 mm - 22 1/2 DEGREE BEND | | |
0117 W358.14 1.000 EACH| 152.90000 152.90| |
150 mm X 50 mm REDUCER | | |
0118 W358.16 2.000 EACH| 95.70000 191.40| |
150 mm X 100 mm REDUCER | | |
0119 W724.75 1.000 EACH| 368.50000 368.50| |
CONNECT TO WATER MAIN | | |
0120 W800.33 4.000 EACH| 181.50000 726.00| |
REMOVE HYDRANT | | |
0121 W800.96 8.400 m | 70.53000 592.45| |
BORING 150 mm WATER MAIN | | |
0122 0030.40 LUMP| 3850.00000 3850.00| |
MOBILIZATION | | |
0123 4005.00 1632.000 kg | 2.48000 4047.36| |
CAST IRON RING AND COVER | | |
0124 4015.75 22.200 Vm | 159.50000 3540.90| |
MANHOLE | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 20
TABULATION OF BIDS
CALL ORDER : F15 CONTRACT ID : 3343 COUNTIES : BURT
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-75-3(110)
====================================================================================================================================
|(4) 2775 | |
|GILL CONSTRUCTION, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0125 4016.00 8.000 EACH| 1045.60000 8364.80| |
MANHOLE | | |
0126 4017.00 1.000 EACH| 511.50000 511.50| |
TAPPING EXISTING MANHOLE | | |
0127 4042.55 18.000 EACH| 269.50000 4851.00| |
CONNECT SANITARY SERVICE | | |
0128 4043.50 693.000 m | 35.37000 24511.41| |
REMOVE SEWER PIPE | | |
0129 4732.08 695.000 m | 48.53000 33728.35| |
200 mm P.V.C. SANITARY SEWER PIPE | | |
0130 4740.00 152.000 m | 36.10000 5487.20| |
50 mm P.V.C. FORCE MAIN | | |
0131 4764.74 53.000 m | 42.87000 2272.11| |
100 mm P.V.C. SEWER PIPE | | |
0132 4795.00 17.000 EACH| 42.90000 729.30| |
P.V.C. WYE 200 mm X 100 mm | | |
SECTION TOTALS | $ 219,804.00| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0005 GROUP 7 GUARDRAIL
| | |
0133 0030.70 LUMP| 2200.00000 2200.00| |
MOBILIZATION | | |
0134 6010.26 3.840 m3 | 1100.00000 4224.00| |
CLASS 47BD-30 CONCRETE FOR BRIDGE | | |
0135 6020.00 322.000 kg | 2.75000 885.50| |
REINFORCING STEEL FOR BRIDGE | | |
0136 7011.20 63.000 m | 54.14000 3410.82| |
W-BEAM GUARDRAIL | | |
0137 7020.00 4.000 EACH| 1320.00000 5280.00| |
BRIDGE APPROACH SECTIONS | | |
0138 7021.58 3.000 EACH| 1650.00000 4950.00| |
GUARDRAIL END TREATMENT, SRT-75 | | |
0139 7022.00 1.000 EACH| 700.00000 700.00| |
END ANCHORAGE ASSEMBLY | | |
SECTION TOTALS | $ 21,650.32| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0006 GROUP 7B FENCING
| | |
0140 0030.70 LUMP| 3000.00000 3000.00| |
MOBILIZATION | | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 21
TABULATION OF BIDS
CALL ORDER : F15 CONTRACT ID : 3343 COUNTIES : BURT
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-75-3(110)
====================================================================================================================================
|(4) 2775 | |
|GILL CONSTRUCTION, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0141 7109.99 144.000 m | 21.00000 3024.00| |
INSTALL TEMPORARY FENCE | | |
0142 7110.02 106.950 m | 30.70000 3283.37| |
0.9 METER CHAIN-LINK FENCE | | |
0143 7115.02 8.000 EACH| 68.20000 545.60| |
END POST FOR 0.9 METER CHAIN-LINK FENCE | | |
SECTION TOTALS | $ 9,852.97| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0007 GROUP 8B ELECTRICAL
| | |
0144 A001.12 8.000 EACH| 440.00000 3520.00| |
PULL BOX, TYPE PB-5 | | |
0145 A009.08 21.000 EACH| 1540.00000 32340.00| |
STREET LIGHTING UNIT, TYPE | | |
SL-A-12.2-1.8-0.25 | | |
0146 A009.11 2.000 EACH| 1650.00000 3300.00| |
STREET LIGHTING UNIT, TYPE | | |
SL-A-12.2-3.7-0.25 | | |
0147 A009.14 1.000 EACH| 1980.00000 1980.00| |
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-3.7-0.25 | | |
0148 A009.29 1.000 EACH| 1760.00000 1760.00| |
STREET LIGHTING UNIT, TYPE | | |
SL-BT-12.2-1.8-0.25 | | |
0149 A020.30 2.000 EACH| 2750.00000 5500.00| |
LIGHTING CONTROL CENTER, TYPE R | | |
0150 A070.10 1133.000 m | 5.50000 6231.50| |
38 mm CONDUIT IN TRENCH | | |
0151 A072.10 334.000 m | 5.50000 1837.00| |
38 mm CONDUIT UNDER ROADWAY | | |
0152 A080.22 1467.000 m | 1.10000 1613.70| |
STREET LIGHTING CABLE, NO. 6 BARE | | |
0153 A080.24 2934.000 m | 2.20000 6454.80| |
STREET LIGHTING CABLE, NO. 6 USE | | |
0154 0030.81 LUMP| 1210.00000 1210.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 65,747.00| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
SECTION 0008 GROUP 10 GENERAL ITEMS
| | |
NEBRASKA DEPARTMENT OF ROADS DATE : 02/07/02
PAGE : 22
TABULATION OF BIDS
CALL ORDER : F15 CONTRACT ID : 3343 COUNTIES : BURT
LETTING DATE : 02/07/02 1:30 PM DISTRICT : 3
PROJECT(S) : EACSTPD-75-3(110)
====================================================================================================================================
|(4) 2775 | |
|GILL CONSTRUCTION, INC. | |
LINE NO / ITEM CODE / ALT | | |
ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT
------------------------------------------+----------------------------+----------------------------+-------------------------------
0155 0001.08 6800.000 BDAY| 0.50000 3400.00| |
BARRICADE, TYPE II | | |
0156 0001.10 4958.000 BDAY| 1.68000 8329.44| |
BARRICADE, TYPE III | | |
0157 0001.30 488.000 LDAY| 1.19000 580.72| |
TYPE B HIGH INTENSITY WARNING LIGHT | | |
0158 0001.75 760.000 EACH| 5.60000 4256.00| |
TEMPORARY SIGN DAY | | |
0159 0001.90 10113.000 EACH| 0.56000 5663.28| |
SIGN DAY | | |
0160 0002.39 750.000 m | 5.60000 4200.00| |
TEMPORARY PAVEMENT MARKING, TYPE II | | |
0161 0003.10 190.000 DAY | 192.00000 36480.00| |
FLAGGING | | |
0162 0003.51 300.000 m | 42.00000 12600.00| |
INSTALL CONCRETE PROTECTION BARRIER | | |
0163 0003.75 1.000 EACH| 4400.00000 4400.00| |
TEMPORARY TRAFFIC SIGNAL AT DECATUR | | |
SCHOOL | | |
0164 0003.76 1.000 EACH| 18585.00000 18585.00| |
TEMPORARY TRAFFIC SIGNAL AT STA. 101+20 | | |
0165 0030.10 LUMP| 10000.00000 10000.00| |
MOBILIZATION | | |
SECTION TOTALS | $ 108,494.44| |
------------------------------------------+----------------------------+----------------------------+-------------------------------
CONTRACT TOTALS | $ 3,194,682.60| |
====================================================================================================================================