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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:2252 PAULSEN, INC.
Contract ID:7629
Estimate Number:0023
Pay Period End Date:01.11.2002
Contract Location:
WEST 11TH STREET - WEST 4TH STREET, MCCOOKEstimate Type:PROG
Contractor:
PAULSEN, INC.Date Let:01.13.2000
1116 EAST HWY 30Date Awarded:01.20.2000
P O BOX 17Date Contract Executed:01.31.2000
Date Notice to Proceed:01.31.2000
COZAD NE 69130Date Work Began:02.28.2000
Phone:Date Physical Work Completed:
(308)784-3333Date Accepted:
Escrow Agent:
Surety Co:
ST. PAUL FIRE AND MARINE INSURANCE COMPANY
Counties
RED WILLOW
Project Number PCT Fed State Project Number Description
70629 000B  0.000 F-6-2(1019)  CONCRETE PAVEMENT, CULVERTS, ELECTRICAL
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$2,814,193.22$2,813,558.92$634.30
$2,792,194.93Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$2,814,193.22$2,813,558.92$634.30
$2,734,532.53Retainage$-25,000.00$-25,000.00$.00
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
100.79%Net Earnings$2,789,193.22$2,788,558.92$634.30
Liquidated Damages$.00$.00$.00
Incentives$.00$.00$.00
Disincentives$.00$.00$.00
Other Contract Adj$.00$.00$.00
Appl of Training Adj$.00$.00$.00
Training Rates Adj$.00$.00$.00
Fuel Adj$.00$.00$.00
Bituminous Adj$.00$.00$.00
Autopay Adj$.00$.00$.00
Gasoline Adj$.00$.00$.00
Other Adj$.00$.00$.00
Price Adj$.00$.00$.00
Substandard Item Adj$.00$.00$.00
Asphalt Adj$.00$.00$.00
Diesel Fuel Adj$.00$.00$.00
Petrol Adj$.00$.00$.00
Total for Adjustments$.00$.00$.00
Payment$2,789,193.22$2,788,558.92$634.30
Project ManagerDiv. Head/Dist. Eng.
Collins, Duane01.11.2002Vosburg, Kurt01.11.2002
Constr. Estimate Eng.Materials Eng.
Bartos, Steve01.14.2002
Controller Div. Processed
Burling, Laurie01.14.2002
Detailed breakdown of stockpiled materials
Total remaining for contract:0.00
1. Contracted
2. Current
3. To date
Item Nbr        Item CodeUnit Price4. This Est
Item DescriptionUnitsQtyAmount
GROUP 3 CONCRETE PAVEMENT
0001                          L010.00 14.00141.0001,974.00
SODDING m2 141.0001,974.00
148.0002,072.00
0.0000.00

0002                          0030.30 95,000.001.00095,000.00
MOBILIZATION LS 1.00095,000.00
0.99995,000.00
0.006634.30

0003                          1009.00 5,000.001.0005,000.00
GENERAL CLEARING AND GRUBBING LS 1.0005,000.00
1.0005,000.00
0.0000.00

0004                          1010.01 3.502,746.0009,611.00
EXCAVATION (ESTABLISHED QUANTITY) m3 2,746.0009,611.00
2,746.0009,610.99
0.0000.00

0005                          1016.00 135.0095.00012,825.00
RE-ESTABLISH PROPERTY CORNER EACH95.00012,825.00
97.00013,095.00
0.0000.00

0006                          1101.00 5.00365.0001,825.00
REMOVE PAVEMENT m2 365.0001,825.00
479.2302,396.15
0.0000.00

0007                          1101.25 8.2050.000410.00
SAWING PAVEMENT m 1,076.8608,830.25
1,076.8608,830.25
0.0000.00

0008                          1102.00 5.00856.0004,280.00
REMOVE ASPHALT SURFACE m2 856.0004,280.00
1,755.0418,775.21
0.0000.00

0009                          1111.16 500.001.000500.00
REMOVE PLANTER EACH1.000500.00
1.000500.00
0.0000.00

0010                          2010.00 30.0051.0001,530.00
CRUSHED ROCK SURFACE COURSE m3 51.0001,530.00
42.0001,260.00
0.0000.00

0011                          3008.05 3.0040.000120.00
TIE BARS EACH40.000120.00
44.000132.00
0.0000.00

0012                          3013.11 40.00798.00031,920.00
CONCRETE CLASS 47B-25 BARRIER CURB m 798.00031,920.00
804.00032,160.00
0.0000.00

0013                          3016.21 28.003,397.00095,116.00
CONCRETE CLASS 47B-20 SIDEWALKS m2 3,397.00095,116.00
100mm 3,353.54093,899.12
0.0000.00

0014                          3016.23 34.00147.0004,998.00
150 mm CONCRETE CLASS 47B-20 SIDEWALKS m2 147.0004,998.00
399.10013,569.40
0.0000.00

0015                          3017.40 30.5034.0001,037.00
CONCRETE CLASS 47B-20 MEDIAN SURFACING m2 34.0001,037.00
34.0001,037.00
0.0000.00

0016                          3020.26 25.001,376.00034,400.00
CONCRETE CLASS 47B-25 DRIVEWAY m2 1,376.00034,400.00
155mm 2,263.52956,588.23
0.0000.00

0017                          3020.30 24.0013.000312.00
CONCRETE CLASS 47B-25 DRIVEWAY m2 13.000312.00
100mm 33.750810.00
0.0000.00

0018                          3075.41 32.106,409.000205,728.90
230 mm CONCRETE PAVEMENT, CLASS 47B-25 m2 6,596.558211,749.51
6,891.791221,226.51
0.0000.00

0019                          3075.45 35.5012,670.000449,785.00
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 m2 12,670.000449,785.00
12,676.530450,016.82
0.0000.00

0020                          3275.20 12.0023,320.000279,840.00
CRUSH CONCRETE PAVEMENT m2 23,320.000279,840.00
22,880.160274,561.91
0.0000.00

0021                          4015.00 150.001.000150.00
ADJUST MANHOLE TO GRADE EACH1.000150.00
6.000900.00
0.0000.00

0022                          4093.17 40.0010.000400.00
REMOVE AND RESET TIMBER RETAINING WALL m 10.000400.00
10.000400.00
0.0000.00

0023                          4093.80 160.00104.00016,640.00
WALL MATERIALS m2 104.00016,640.00
105.75816,921.28
0.0000.00

0024                          4095.15 11.5077.000885.50
COMPACTED EARTH LEVELING PAD m 77.000885.50
74.010851.12
0.0000.00

0025                          7500.32 230.0014.0003,220.00
ARROW, PREFORMED PAVEMENT MARKING, TYPE 4 EACH14.0003,220.00
14.0003,220.00
0.0000.00

0026                          7502.14 7.301,500.00010,950.00
100 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED m 1,500.00010,950.00
528.9003,860.97
0.0000.00

0027                          7503.14 7.551,600.00012,080.00
100 mm YELLOW PREFORMED PAVEMENT MARKING, TYPE 4, GROOVED m 1,600.00012,080.00
1,809.40013,660.97
0.0000.00

0028                          7508.03 21.0075.0001,575.00
300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 3 m 32.400680.40
9.000189.00
0.0000.00

0029                          7512.03 42.00185.0007,770.00
600 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 3 m 93.2003,914.40
66.6002,797.20
0.0000.00

0030                          8024.50 33.0032.0001,056.00
SELECT GRANULAR BACKFILL FOR RETAINED EARTH STRUCTURE m3 32.0001,056.00
37.9991,253.97
0.0000.00

0031                          8032.00 1.6018,848.00030,156.80
CRUSHED CONCRETE FOUNDATION COURSE m2 18,848.00030,156.80
19,112.69230,580.30
0.0000.00

0032                          9010.00 0.1025,590.0002,559.00
PRIME COAT ASPHALTIC OIL L 25,590.0002,559.00
0.0000.00
0.0000.00

0033                          9111.00 1.50530.000795.00
WATER kL 530.000795.00
0.0000.00
0.0000.00

0034                          9170.00 375.0018.0056,751.88
EARTH SHOULDER CONSTRUCTION StaM18.0056,751.88
17.5346,575.26
0.0000.00

0035                          9173.20 1.2519,757.00024,696.25
SUBGRADE PREPARATION m2 19,757.00024,696.25
20,273.22525,341.53
0.0000.00

0159                          3089.25 26.100.0000.00
TEMPORARY SURFACING m2 100.0002,610.00
212.4005,543.64
0.0000.00

0164                          3008.05 3.000.0000.00
TIE BARS EACH54.000162.00
54.000162.00
0.0000.00

0171                          1101.00 5.000.0000.00
REMOVE PAVEMENT m2 50.000250.00
104.740523.70
0.0000.00

0172                          3014.10 49.520.0000.00
COMBINATION CONCRETE CLASS 47B-20 CURB AND GUTTER m 47.0002,327.44
Place combination curb and gutter behind MSE walls. 47.0002,327.44
0.0000.00

0180                          7050.02 2,973.700.0000.00
ADDITIONAL COMPENSATION LS 1.0002,973.70
Compensation for additional expansion & extra height of barrier curb 1.0002,973.70
0.0000.00

0181                          7508.06 25.350.0000.00
300 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 3, GROOVED m 42.6001,079.91
42.6001,079.91
0.0000.00

0182                          7512.13 50.710.0000.00
600 mm WHITE PREFORMED PAVEMENT MARKING, TYPE 3, GROOVED m 91.8004,655.18
91.8004,655.18
0.0000.00

GROUP 3 CONCRETE PAVEMENTContracted1,355,897.33
Current1,379,646.22
In place1,414,357.76
This Estimate634.30

GROUP 4 CULVERTS
0036                          P700.15 84.00180.30015,145.20
375 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 180.30015,145.20
195.70016,438.80
0.0000.00

0037                          P700.18 100.00442.40044,240.00
450 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 442.40044,240.00
513.20051,320.00
0.0000.00

0038                          P700.21 108.004.800518.40
525 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 4.800518.40
0.0000.00
0.0000.00

0039                          P700.24 150.00390.20058,530.00
600 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 390.20058,530.00
333.00049,950.00
0.0000.00

0040                          P700.30 200.00109.00021,800.00
750 mm STORM SEWER PIPE, TYPE 1,7 OR 8 m 109.00021,800.00
109.00021,800.00
0.0000.00

0041                          P702.42 300.0056.20016,860.00
1050 mm STORM SEWER PIPE, TYPE 1 m 56.20016,860.00
56.20016,860.00
0.0000.00

0042                          P703.60 600.00153.24091,944.00
1500 mm STORM SEWER PIPE, TYPE 1 CLASS V m 153.24091,944.00
156.58093,948.00
0.0000.00

0043                          P703.66 800.0031.60025,280.00
1650 mm STORM SEWER PIPE, TYPE 1 CLASS V m 31.60025,280.00
35.60028,480.00
0.0000.00

0044                          P775.30 233.0033.8007,875.40
750 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1 m 33.8007,875.40
26.2006,104.60
0.0000.00

0045                          P775.42 315.0065.00020,475.00
1050 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1 m 65.00020,475.00
65.00020,475.00
0.0000.00

0046                          W100.60 410.0025.00010,250.00
25 mm TAP EACH25.00010,250.00
20.0008,200.00
0.0000.00

0047                          W100.70 705.001.000705.00
50 mm TAP EACH1.000705.00
3.0002,115.00
0.0000.00

0048                          W176.26 38.00276.00010,488.00
25 mm WATER SERVICE m 276.00010,488.00
270.50010,279.00
0.0000.00

0049                          W176.30 40.0012.000480.00
50 mm WATER SERVICE m 12.000480.00
90.7003,628.00
0.0000.00

0050                          W200.04 4.153,589.00014,894.35
DUCTILE IRON FITTINGS, M.J. kg 3,589.00014,894.35
3,241.50013,452.25
0.0000.00

0051                          W202.11 61.001,319.00080,459.00
150 mm P.V.C. PIPE AND FITTINGS m 1,319.00080,459.00
1,307.12079,734.32
0.0000.00

0052                          W202.21 202.0043.0008,686.00
400 mm P.V.C. PIPE AND FITTINGS m 43.0008,686.00
41.6608,415.32
0.0000.00

0053                          W219.66 550.0027.00014,850.00
150 mm GATE VALVE AND BOX EACH27.00014,850.00
29.00015,950.00
0.0000.00

0054                          W219.75 3,195.002.0006,390.00
400 mm GATE VALVE AND BOX EACH2.0006,390.00
2.0006,390.00
0.0000.00

0055                          W222.00 1,305.007.0009,135.00
FIRE HYDRANT EACH7.0009,135.00
7.0009,135.00
0.0000.00

0056                          0030.40 60,000.001.00060,000.00
MOBILIZATION LS 1.00060,000.00
1.00060,000.00
0.0000.00

0057                          1117.00 210.005.0001,050.00
REMOVE MANHOLE EACH5.0001,050.00
6.0001,260.00
0.0000.00

0058                          1119.00 190.0021.0003,990.00
REMOVE INLET EACH21.0003,990.00
20.0003,800.00
0.0000.00

0059                          4002.00 2.755,858.00016,109.50
CAST IRON COVER AND FRAME kg 5,858.00016,109.50
5,347.00014,704.25
0.0000.00

0060                          4004.50 2.551,605.0004,092.75
CAST IRON GRATE AND FRAME kg 1,605.0004,092.75
1,239.0003,159.45
0.0000.00

0061                          4004.75 2.55748.0001,907.40
CAST IRON CURB INLET GRATE AND FRAME kg 748.0001,907.40
2,244.0005,722.20
0.0000.00

0062                          4016.00 1,700.001.0001,700.00
MANHOLE EACH1.0001,700.00
AT STA. 0+04.70 10.5m RT. 1.0001,700.00
0.0000.00

0063                          4016.01 5,800.001.0005,800.00
MANHOLE EACH1.0005,800.00
AT STA. 2+92.6 10.7m RT. 0.0000.00
0.0000.00

0064                          4016.02 3,100.001.0003,100.00
MANHOLE EACH1.0003,100.00
AT STA. 4+61.50 10.5m RT. 1.0003,100.00
0.0000.00

0065                          4016.03 2,500.001.0002,500.00
MANHOLE EACH1.0002,500.00
AT STA. 4+61.50 10.5m LT. 1.0002,500.00
0.0000.00

0066                          4016.04 2,300.001.0002,300.00
MANHOLE EACH1.0002,300.00
AT STA. 4+61.50 25.1m LT. 1.0002,300.00
0.0000.00

0067                          4016.05 1,500.001.0001,500.00
MANHOLE EACH1.0001,500.00
AT STA. 4+98.10 6.6m LT. 1.0001,500.00
0.0000.00

0068                          4016.06 1,600.001.0001,600.00
MANHOLE EACH1.0001,600.00
AT STA. 5+82.50 6.6m LT. 1.0001,600.00
0.0000.00

0069                          4016.07 2,700.001.0002,700.00
MANHOLE EACH1.0002,700.00
AT STA. 6+58.40 6.6m LT. 1.0002,700.00
0.0000.00

0070                          4016.08 2,800.001.0002,800.00
MANHOLE EACH1.0002,800.00
AT STA. 6+85.30 6.6m LT. 1.0002,800.00
0.0000.00

0071                          4016.09 3,100.001.0003,100.00
MANHOLE EACH1.0003,100.00
AT STA. 7+11.40 6.6m RT. 1.0003,100.00
0.0000.00

0072                          4016.10 2,200.001.0002,200.00
MANHOLE EACH1.0002,200.00
AT STA. 7+42.30 6.6m LT. 1.0002,200.00
0.0000.00

0073                          4016.11 2,300.001.0002,300.00
MANHOLE EACH1.0002,300.00
AT STA. 117+22.50 RT. 1.0002,300.00
0.0000.00

0074                          4043.50 22.00658.93014,496.46
REMOVE SEWER PIPE m 658.93014,496.46
671.09014,763.98
0.0000.00

0075                          4045.00 4,000.001.0004,000.00
REMOVE STRUCTURE EACH1.0004,000.00
AT STA. 7+76.10 LT. 1.0004,000.00
0.0000.00

0076                          4051.01 12.501,000.00012,500.00
EXCAVATION FOR BOX CULVERTS m3 1,000.00012,500.00
1,000.00012,500.01
0.0000.00

0077                          4100.06 700.0035.09024,563.00
CLASS 47B-20 OR AX-20 CONCRETE FOR HEADWALL m3 35.09024,563.00
35.09024,563.00
0.0000.00

0078                          4101.06 320.00191.31061,219.20
CLASS 47B-20 OR AX-20 CONCRETE FOR BOX CULVERT m3 191.31061,219.20
191.31061,219.20
0.0000.00

0079                          4105.59 565.00191.600108,254.00
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX m3 191.600108,254.00
188.958106,761.27
0.0000.00

0080                          4107.07 750.0012.9209,690.00
CLASS 47B-20 OR AX-20 CONCRETE FOR CONCRETE COLLARS m3 12.9209,690.00
7.1905,392.50
0.0000.00

0081                          4130.06 800.000.10080.00
CLASS 47B-20 OR AX-20 CONCRETE FOR PIPE CULVERT PLUG m3 0.10080.00
0.10080.00
0.0000.00

0082                          4150.00 1.902,735.0005,196.50
REINFORCING STEEL FOR HEADWALL kg 2,735.0005,196.50
2,735.0005,196.50
0.0000.00

0083                          4151.00 1.4013,779.87019,291.82
REINFORCING STEEL FOR BOX CULVERT kg 13,779.87019,291.82
13,779.87019,291.82
0.0000.00

0084                          4155.50 1.958,466.50016,509.68
REINFORCING STEEL FOR INLET AND JUNCTION BOX kg 8,466.50016,509.68
8,319.69016,223.40
0.0000.00

0085                          4157.00 2.60204.000530.40
REINFORCING STEEL FOR COLLARS kg 204.000530.40
131.000340.60
0.0000.00

0086                          4852.60 1,380.00113.080156,050.40
JACKING 1500 mm STORM SEWER PIPE, TYPE m 113.080156,050.40
1 CLASS V 113.300156,354.00
0.0000.00

0087                          4852.66 2,270.0020.00045,400.00
JACKING 1650 mm STORM SEWER PIPE, TYPE m 0.0000.00
1 CLASS V 0.0000.00
0.0000.00

0156                          6310.01 194.960.0000.00
STEEL SHEET PILING m2 18.5803,622.36
18.5803,622.36
0.0000.00

0165                          W205.64 2,835.000.0000.00
100 mm WATER MAIN LINE STOP EACH1.0002,835.00
Single Line Stop @ Sta. 3+51 - 39m Lt. With Pipe Connections 1.0002,835.00
0.0000.00

0166                          W205.66 2,415.000.0000.00
150 mm WATER MAIN LINE STOP EACH2.0004,830.00
Single 150mm Line Stops @ Sta. 7+62.9 and Sta. 6+43 on Centerline, With no Pipe Connections. 2.0004,830.00
0.0000.00

0167                          W205.66 4,908.750.0000.00
150 mm WATER MAIN LINE STOP EACH1.0004,908.75
Double Line Stop @ 7+82 - 31m Lt and Sta. 8+30 on Centerline With Pipe Connections 1.0004,908.75
0.0000.00

0168                          W205.78 20,737.500.0000.00
400 mm WATER MAIN LINE STOP EACH1.00020,737.50
Double 400mm Line Stop @ Sta.6+66 - 36m Lt & 34m Rt. With Pipe Connections. 1.00020,737.50
0.0000.00

0169                          1133.05 4,221.000.0000.00
REMOVE RAILROAD CROSSING EACH1.0004,221.00
1.0004,221.00
0.0000.00

0170                          7050.02 2,899.780.0000.00
ADDITIONAL COMPENSATION LS 1.0002,899.78
1.0002,899.78
0.0000.00

0173                          4039.10 32.800.0000.00
REMOVE AND RELAY REINFORCED CONCRETE SEWER PIPE m 4.600150.88
Lower 375mm RCSP at West 5th St. 4.600150.88
0.0000.00

0177                          W219.64 525.000.0000.00
100 mm GATE VALVE AND BOX EACH1.000525.00
Gate valve added at Sta. 5+52. 1.000525.00
0.0000.00

0178                          W202.09 63.000.0000.00
100 mm P.V.C. PIPE AND FITTINGS m 9.900623.70
Pipe added at Sta. 5+52. 9.900623.70
0.0000.00

0179                          W600.21 288.750.0000.00
ADJUST FIRE HYDRANT TO GRADE EACH1.000288.75
Adjust fire hydrant at Sta. 4+56, 17m Rt. 1.000288.75
0.0000.00

157                           P702.42 300.000.0000.00
1050 mm STORM SEWER PIPE, TYPE 1 m 2.300690.00
2.290687.00
0.0000.00

GROUP 4 CULVERTSContracted1,055,536.45
Current1,056,469.17
In place1,050,137.19
This Estimate0.00

GROUP 8B ELECTRICAL
0088                          A001.01 540.0023.00012,420.00
PULL BOX, TYPE PB-1 EACH23.00012,420.00
23.00012,420.00
0.0000.00

0089                          A001.02 420.007.0002,940.00
PULL BOX, TYPE PB-1A EACH7.0002,940.00
7.0002,940.00
0.0000.00

0090                          A003.10 830.0010.0008,300.00
TRAFFIC SIGNAL, TYPE TS-1 EACH10.0008,300.00
10.0008,300.00
0.0000.00

0091                          A004.04 950.001.000950.00
TRAFFIC SIGNAL, TYPE TS-1LL EACH1.000950.00
1.000950.00
0.0000.00

0092                          A006.15 480.0010.0004,800.00
PEDESTRIAN SIGNAL, TYPE PS-1 EACH10.0004,800.00
10.0004,800.00
0.0000.00

0093                          A006.70 120.008.000960.00
PEDESTRIAN PUSHBUTTON, TYPE PPB EACH8.000960.00
8.000960.00
0.0000.00

0094                          A006.84 898.001.000898.00
PEDESTAL POLE, TYPE PP-3050 EACH1.000898.00
1.000898.00
0.0000.00

0095                          A006.98 239.5039.0009,340.50
VEHICLE DETECTOR, TYPE A PREFORMED EACH39.0009,340.50
36.0008,622.00
0.0000.00

0096                          A007.00 300.009.0002,700.00
VEHICLE DETECTOR, TYPE B PREFORMED EACH9.0002,700.00
10.0003,000.00
0.0000.00

0097                          A009.06 1,700.003.0005,100.00
STREET LIGHTING UNIT, TYPE SL-A-12.2-1.2-0.25 EACH0.0000.00
0.0000.00
0.0000.00

0098                          A009.08 1,900.0016.00030,400.00
STREET LIGHTING UNIT, TYPE SL-A-12.2-1.8-0.25 EACH0.0000.00
0.0000.00
0.0000.00

0099                          A016.50 4,800.002.0009,600.00
MAST ARM SIGNAL POLE, TYPE MP-9.5 EACH2.0009,600.00
2.0009,600.00
0.0000.00

0100                          A016.63 6,000.001.0006,000.00
MAST ARM SIGNAL POLE, TYPE MP-12.5-12.5 EACH1.0006,000.00
1.0006,000.00
0.0000.00

0101                          A016.65 4,000.003.00012,000.00
MAST ARM SIGNAL POLE, TYPE MP-14 EACH3.00012,000.00
3.00012,000.00
0.0000.00

0102                          A017.45 3,700.001.0003,700.00
14 m MAST ARM EACH1.0003,700.00
1.0003,700.00
0.0000.00

0103                          A020.30 1,900.002.0003,800.00
LIGHTING CONTROL CENTER, TYPE R EACH2.0003,800.00
2.0003,800.00
0.0000.00

0104                          A070.10 9.001,008.0009,072.00
38 mm CONDUIT IN TRENCH m 1,008.0009,072.00
1,014.5009,130.50
0.0000.00

0105                          A070.14 9.50913.0008,673.50
50 mm CONDUIT IN TRENCH m 913.0008,673.50
1,000.2009,501.90
0.0000.00

0106                          A070.18 18.006.000108.00
75 mm CONDUIT IN TRENCH m 6.000108.00
6.300113.40
0.0000.00

0107                          A072.10 9.00556.0005,004.00
38 mm CONDUIT UNDER ROADWAY m 556.0005,004.00
556.0005,004.00
0.0000.00

0108                          A072.14 10.75413.0004,439.75
50 mm CONDUIT UNDER ROADWAY m 413.0004,439.75
386.0004,149.51
0.0000.00

0109                          A072.18 18.0063.0001,134.00
75 mm CONDUIT UNDER ROADWAY m 63.0001,134.00
62.8001,130.40
0.0000.00

0110                          A077.12 1.80313.000563.40
2/C #14 AWG TRAFFIC SIGNAL CABLE m 313.000563.40
285.200513.36
0.0000.00

0111                          A077.13 1.8031.00055.80
3/C #14 AWG TRAFFIC SIGNAL CABLE m 31.00055.80
31.00055.80
0.0000.00

0112                          A077.17 3.001,113.0003,339.00
7/C #14 AWG TRAFFIC SIGNAL CABLE m 1,113.0003,339.00
1,127.2403,381.72
0.0000.00

0113                          A077.22 3.50307.0001,074.50
12/C #14 AWG TRAFFIC SIGNAL CABLE m 307.0001,074.50
309.3001,082.55
0.0000.00

0114                          A079.01 1.80517.000930.60
2/C #14 AWG DETECTOR LEAD-IN CABLE m 517.000930.60
514.100925.38
0.0000.00

0115                          A079.50 1.001,361.0001,361.00
GROUNDING CONDUCTOR m 1,361.0001,361.00
1,406.3401,406.34
0.0000.00

0116                          A079.55 3.50249.000871.50
SERVICE CABLE m 249.000871.50
429.2001,502.20
0.0000.00

0117                          A080.22 1.801,573.0002,831.40
STREET LIGHTING CABLE, NO. 6 BARE m 1,573.0002,831.40
1,527.0002,748.60
0.0000.00

0118                          A080.24 2.103,146.0006,606.60
STREET LIGHTING CABLE, NO. 6 USE m 3,146.0006,606.60
4,581.0009,620.10
0.0000.00

0119                          A500.20 2,400.003.0007,200.00
INSTALL TRAFFIC SIGNAL CONTROLLER, TYPE TC-170 EACH3.0007,200.00
3.0007,200.00
0.0000.00

0120                          A501.00 480.0012.0005,760.00
INSTALL TRAFFIC SIGNAL, TYPE TS-1 EACH12.0005,760.00
12.0005,760.00
0.0000.00

0121                          A501.10 660.002.0001,320.00
INSTALL TRAFFIC SIGNAL, TYPE TS-1LL EACH2.0001,320.00
2.0001,320.00
0.0000.00

0122                          A502.00 120.008.000960.00
INSTALL PEDESTRIAN SIGNAL, TYPE PS-1 EACH8.000960.00
8.000960.00
0.0000.00

0123                          A504.81 1,800.001.0001,800.00
INSTALL MAST ARM SIGNAL POLE EACH1.0001,800.00
TYPE MP-11.0 1.0001,800.00
0.0000.00

0124                          A504.83 1,800.001.0001,800.00
INSTALL MAST ARM SIGNAL POLE EACH1.0001,800.00
TYPE MP-12.5 1.0001,800.00
0.0000.00

0125                          A505.90 2,000.001.0002,000.00
INSTALL COMBINATION MAST ARM SIGNAL AND LIGHTING POLE EACH1.0002,000.00
TYPE CMP-9.5-1.8 1.0002,000.00
0.0000.00

0126                          A505.91 2,000.001.0002,000.00
INSTALL COMBINATION MAST ARM SIGNAL AND LIGHTING POLE EACH1.0002,000.00
TYPE CMP-9.5-3.7 1.0002,000.00
0.0000.00

0127                          A600.00 360.0038.00013,680.00
REMOVE LIGHTING UNIT EACH38.00013,680.00
37.00013,320.00
0.0000.00

0128                          A610.00 2,400.001.0002,400.00
REMOVE TRAFFIC SIGNAL EACH1.0002,400.00
AT WEST 5TH ST. & U.S.6 1.0002,400.00
0.0000.00

0129                          A610.01 3,000.001.0003,000.00
REMOVE TRAFFIC SIGNAL EACH1.0003,000.00
AT FEDERAL AVE. & U.S.6 1.0003,000.00
0.0000.00

0130                          0003.75 18,000.001.00018,000.00
TEMPORARY TRAFFIC SIGNAL EACH1.00018,000.00
AT U.S.6 & 7TH ST. 1.00018,000.00
0.0000.00

0131                          0030.81 10,000.001.00010,000.00
MOBILIZATION LS 1.00010,000.00
1.00010,000.00
0.0000.00

0154                          A009.04 1,894.250.0000.00
STREET LIGHTING UNIT, TYPE SL-A-12.2-1.2-0.25F EACH3.0005,682.75
3.0005,682.75
0.0000.00

0155                          A008.78 2,094.250.0000.00
STREET LIGHTING UNIT, TYPE SL-A-12.2-1.8-0.25F EACH16.00033,508.00
16.00033,508.00
0.0000.00

0158                          0003.75 8,925.000.0000.00
TEMPORARY TRAFFIC SIGNAL EACH1.0008,925.00
1.0008,925.00
0.0000.00

0174                          A074.14 51.710.0000.00
50 mm CONDUIT, JACKED m 32.2001,665.06
Jack 50mm conduit under existing pavement. 32.2001,665.06
0.0000.00

0175                          A501.70 375.000.0000.00
INSTALL TRAFFIC SIGNAL HEAD EACH1.000375.00
Add a temporary signal head at West 7th, southbound. 1.000375.00
0.0000.00

GROUP 8B ELECTRICALContracted229,893.55
Current244,549.36
In place247,971.57
This Estimate0.00

GROUP 10 GENERAL ITEMS
0132                          0001.08 0.5021,100.00010,550.00
BARRICADE, TYPE II BDAY33,374.00016,687.00
33,374.00016,687.00
0.0000.00

0133                          0001.10 4.007,821.00031,284.00
BARRICADE, TYPE III BDAY11,869.00047,476.00
11,869.00047,476.00
0.0000.00

0134                          0001.90 0.6011,552.0006,931.20
SIGN DAY EACH11,552.0006,931.20
17,398.00010,438.80
0.0000.00

0135                          0002.30 1.601,250.0002,000.00
PAVEMENT MARKING REMOVAL m 1,250.0002,000.00
181.000289.60
0.0000.00

0136                          0002.39 3.502,600.0009,100.00
TEMPORARY PAVEMENT MARKING, TYPE II m 2,600.0009,100.00
1,679.8005,879.30
0.0000.00

0137                          0002.97 35.00474.00016,590.00
FLASHING ARROW PANEL DAY 241.0008,435.00
241.0008,435.00
0.0000.00

0138                          0003.10 125.00110.00013,750.00
FLAGGING DAY 9.0001,125.00
9.0001,125.00
0.0000.00

0139                          0010.04 1,000.001.0001,000.00
FIELD OFFICE EACH1.0001,000.00
0.0000.00
0.0000.00

0140                          0030.00 2,000.001.0002,000.00
MOBILIZATION LS 1.0002,000.00
1.0002,000.00
0.0000.00

0160                          9110.01 50.000.0000.00
RENTAL OF LOADER, FULLY OPERATED HOUR100.0005,000.00
76.5003,825.00
0.0000.00

0161                          9110.02 60.000.0000.00
RENTAL OF MOTOR GRADER, FULLY OPERATED HOUR50.0003,000.00
22.5001,350.00
0.0000.00

0162                          9110.03 45.000.0000.00
RENTAL OF DUMP TRUCK, FULLY OPERATED HOUR100.0004,500.00
21.000945.00
0.0000.00

0163                          9110.07 20.000.0000.00
RENTAL OF SKID LOADER, FULLY OPERATED HOUR50.0001,000.00
0.0000.00
0.0000.00

0176                          0002.85 42.000.0000.00
TUBULAR POST EACH78.0003,276.00
Add Tubular Posts due to head to head traffic during phasing. 78.0003,276.00
0.0000.00

GROUP 10 GENERAL ITEMSContracted93,205.20
Current111,530.20
In place101,726.70
This Estimate0.00

Totals for contractContracted2,734,532.53
Current2,792,194.95
In place2,814,193.22
This Estimate634.30