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Nebraska Department of Roads
Estimate Summary to Contractor
Vendor ID:2252 PAULSEN, INC.
Contract ID:4894
Estimate Number:0012
Pay Period End Date:06.09.2003
Contract Location:
IN WACOEstimate Type:PROG
Contractor:
PAULSEN, INC.Date Let:09.20.2001
1116 EAST HWY 30Date Awarded:09.27.2001
P O BOX 17Date Contract Executed:10.02.2001
Date Notice to Proceed:10.02.2001
COZAD NE 69130Date Work Began:
Phone:Date Physical Work Completed:
(308)784-3333Date Accepted:
Escrow Agent:
Surety Co:
ST. PAUL FIRE AND MARINE INSURANCE COMPANY
Counties
YORK
Project Number PCT Fed State Project Number Description
41894 000  0.000 S-L93B(1004)  GR CONC PAVE CULV
Total to DatePrev to DateThis Estimate
Current Contract AmtTotal Earnings$936,884.24$914,112.50$22,771.74
$870,500.55Stockpiled Materials$.00$.00$.00
Original Contract AmtGross Earnings$936,884.24$914,112.50$22,771.74
$857,029.49Retainage$-9,368.84$-9,141.13$-227.71
Escrow Amount$.00$.00$.00
Percent CompleteSecurities Encumbered$.00$.00$.00
107.63%Net Earnings$927,515.40$904,971.37$22,544.03
Liquidated Damages-$791.00-$791.00$.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$.00
Fuel Adj$-5.20$-5.20$.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-$796.20-$796.20$.00
Payment$926,719.20$904,175.17$22,544.03
Project ManagerDiv. Head/Dist. Eng.
Anderson, Tom06.12.2003Meyer, Keith06.13.2003
Constr. Estimate Eng.Materials Eng.
Bartos, Steve06.13.2003
Controller Div. Processed
Burling, Laurie06.16.2003
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 1 GRADING
0001                          L020.03 3.25779.8002,534.35
EROSION CONTROL, TYPE C m2 779.8002,534.35
711.3102,311.76
711.3102,311.76

0002                          L020.09 13.00698.0009,074.00
EROSION CONTROL, TYPE AAA m2 698.0009,074.00
678.5808,821.54
0.0000.00

0003                          0030.10 10,000.001.00010,000.00
MOBILIZATION LS 1.00010,000.00
1.00010,000.00
0.0000.00

0004                          1009.00 5,500.001.0005,500.00
GENERAL CLEARING AND GRUBBING LS 1.0005,500.00
1.0005,500.00
0.0000.00

0005                          1010.01 7.504,948.00037,110.00
EXCAVATION (ESTABLISHED QUANTITY) m3 4,948.00037,110.00
4,948.00037,110.00
0.0000.00

0006                          1011.00 5.004.00020.00
WATER kL 4.00020.00
0.0000.00
0.0000.00

0007                          1101.00 14.00178.0002,492.00
REMOVE PAVEMENT m2 178.0002,492.00
509.5887,134.23
0.0000.00

0008                          1102.00 3.757,715.00028,931.25
REMOVE ASPHALT SURFACE m2 7,715.00028,931.25
8,866.82633,250.60
0.0000.00

0009                          1107.00 7.00190.0001,330.00
REMOVE WALK m2 190.0001,330.00
361.5302,530.71
0.0000.00

0010                          1108.00 14.0016.000224.00
REMOVE COMBINATION CURB AND GUTTER m 16.000224.00
38.130533.82
0.0000.00

0011                          1130.00 2,500.001.0002,500.00
REMOVE UNDERGROUND TANK EACH1.0002,500.00
0.0000.00
0.0000.00

0012                          1701.18 55.0010.000550.00
450 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 m 10.000550.00
18.000990.00
0.0000.00

0013                          1701.24 80.0037.0002,960.00
600 mm DRIVEWAY CULVERT PIPE, TYPE 2,3,4,5,6,7 OR 8 m 37.0002,960.00
59.8004,784.00
0.0000.00

GROUP 1 GRADINGContracted103,225.60
Current103,225.60
In place112,966.66
This Estimate2,311.76

GROUP 3 CONCRETE PAVEMENT
0014                          L001.02 5,000.000.2701,350.00
SEEDING, TYPE B ha 0.2701,350.00
0.4022,010.00
0.4022,010.00

0015                          L010.00 6.001,430.0008,580.00
SODDING m2 1,430.0008,580.00
3,074.99518,449.97
3,074.99518,449.97

0016                          L032.75 70.001.35094.50
MULCH Mg 1.35094.50
0.0000.00
0.0000.00

0017                          W600.03 100.0012.0001,200.00
ADJUST VALVE BOX TO GRADE EACH12.0001,200.00
12.0001,200.00
0.0000.00

0018                          0030.10 22,000.001.00022,000.00
MOBILIZATION LS 1.00022,000.00
1.00022,000.00
0.0000.00

0019                          2010.00 26.00111.0002,886.00
CRUSHED ROCK SURFACE COURSE m3 111.0002,886.00
35.333918.66
0.0000.00

0020                          2021.00 75.009.000675.00
MAILBOX POST EACH9.000675.00
6.000450.00
0.0000.00

0021                          3016.21 28.00708.60019,840.80
CONCRETE CLASS 47B-20 SIDEWALKS m2 708.60019,840.80
1,101.02830,828.78
0.0000.00

0022                          3020.26 25.001,226.00030,650.00
CONCRETE CLASS 47B-25 DRIVEWAY m2 1,226.00030,650.00
1,448.02936,200.73
0.0000.00

0023                          3075.41 31.004,849.000150,319.00
230 mm CONCRETE PAVEMENT, CLASS 47B-25 m2 4,849.000150,319.00
5,388.202167,034.27
0.0000.00

0024                          3075.45 33.805,035.000170,183.00
230 mm DOWELED CONCRETE PAVEMENT, CLASS 47B-25 m2 5,035.000170,183.00
5,154.621174,226.19
0.0000.00

0025                          4015.00 120.003.000360.00
ADJUST MANHOLE TO GRADE EACH3.000360.00
3.000360.00
0.0000.00

0026                          8029.84 1.759,130.00015,977.50
BITUMINOUS FOUNDATION COURSE 100 mm m2 9,130.00015,977.50
10,542.82318,449.93
0.0000.00

0027                          9111.00 1.00192.000192.00
WATER kL 192.000192.00
0.0000.00
0.0000.00

0028                          9170.00 290.0013.9864,055.94
EARTH SHOULDER CONSTRUCTION StaM13.9864,055.94
13.9864,055.94
0.0000.00

0029                          9173.20 0.7511,045.0008,283.75
SUBGRADE PREPARATION m2 11,045.0008,283.75
11,990.8528,993.14
0.0000.00

4002                          W600.30 420.000.0000.00
ADJUST SANITARY SEWER CLEAN-OUT TO GRADE EACH1.000420.00
Adjust sanitary Sewer Grade to Grade 1.000420.00
0.0000.00

4005                          4040.00 150.000.0000.00
REMOVE HEADWALL FROM CULVERT EACH1.000150.00
Removal of Headwall from existing 600 mm culvert. 1.000150.00
0.0000.00

4006                          4043.00 27.000.0000.00
REMOVE CULVERT PIPE m 15.240411.48
15.240411.48
0.0000.00

4007                          7500.03 1.380.0000.00
100 mm YELLOW LINE m 1,207.9501,666.97
Contractor striping -- 100 mm dbl yellow 1,209.7401,669.44
0.0000.00

GROUP 3 CONCRETE PAVEMENTContracted436,647.49
Current439,295.94
In place487,828.53
This Estimate20,459.97

GROUP 4 CULVERTS
0030                          P775.24 150.00344.70051,705.00
600 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1 m 344.70051,705.00
356.17053,425.50
0.0000.00

0031                          P775.30 206.0094.00019,364.00
750 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1 m 94.00019,364.00
94.00019,364.00
0.0000.00

0032                          P775.36 263.0054.00014,202.00
900 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1 m 54.00014,202.00
54.00014,202.00
0.0000.00

0033                          P775.48 410.00405.500166,255.00
1200 mm ROUND EQUIVALENT STORM SEWER PIPE, TYPE 1 m 405.500166,255.00
405.500166,255.00
0.0000.00

0034                          0030.40 1,845.001.0001,845.00
MOBILIZATION LS 1.0001,845.00
1.0001,845.00
0.0000.00

0035                          1043.50 4.0040.000160.00
RIPRAP FILTER FABRIC m2 40.000160.00
40.000160.00
0.0000.00

0036                          4002.00 3.50798.0002,793.00
CAST IRON COVER AND FRAME kg 798.0002,793.00
798.0002,793.00
0.0000.00

0037                          4004.50 3.40898.0003,053.20
CAST IRON GRATE AND FRAME kg 898.0003,053.20
1,347.0004,579.80
0.0000.00

0038                          4005.00 3.50624.0002,184.00
CAST IRON RING AND COVER kg 624.0002,184.00
156.000546.00
0.0000.00

0039                          4016.00 2,000.001.0002,000.00
MANHOLE EACH1.0002,000.00
AT STA. 11+58.10 RT. 1.0002,000.00
0.0000.00

0040                          4016.01 2,000.001.0002,000.00
MANHOLE EACH1.0002,000.00
AT STA, 20+85, 6 m RT. 1.0002,000.00
0.0000.00

0041                          4016.02 1,800.001.0001,800.00
MANHOLE EACH1.0001,800.00
AT STA. 21+90, 6 m RT. 1.0001,800.00
0.0000.00

0042                          4016.03 1,800.001.0001,800.00
MANHOLE EACH1.0001,800.00
AT STA. 22+47, 6 m RT. 1.0001,800.00
0.0000.00

0043                          4105.58 500.0067.44033,720.00
CLASS 47B-20 CONCRETE FOR INLET AND JUNCTION BOX m3 67.44033,720.00
70.88035,440.00
0.0000.00

0044                          4155.50 1.502,394.0003,591.00
REINFORCING STEEL FOR INLET AND JUNCTION BOX kg 2,394.0003,591.00
2,253.3073,379.96
0.0000.00

0045                          4320.24 600.001.000600.00
600 mm ROUND EQUIVALENT FLARED-END SECTION EACH1.000600.00
1.000600.00
0.0000.00

0046                          4320.48 1,800.001.0001,800.00
1200 mm ROUND EQUIVALENT FLARED-END SECTION EACH1.0001,800.00
1.0001,800.00
0.0000.00

0047                          6105.02 42.0021.000882.00
ROCK RIPRAP, TYPE B Mg 21.000882.00
77.4133,251.35
0.0000.00

4003                          4014.70 393.750.0000.00
ADJUSTING INLET TO GRADE EACH2.000787.50
Adjust Area Inlet To New Ditch Grade 2.000787.50
0.0000.00

4004                          4035.00 131.250.0000.00
REMOVE FLARED END SECTION EACH1.000131.25
Remove 600mm FES and Build Area Inlet to New ditch grade 1.000131.25
0.0000.00

4008                          4976.05 8,244.0180.0000.00
ADDITIONAL WORK LS 1.0008,244.02
additional work to adjust water and sewer services 1.0008,244.02
0.0000.00

4009                          4004.50 3.233440.0000.00
CAST IRON GRATE AND FRAME kg 408.2341,320.00
Installation of Cast Iron Grate and Frames ( High Beehive Grate ) 408.2341,320.00
0.0000.00

GROUP 4 CULVERTSContracted309,754.20
Current320,236.97
In place325,724.38
This Estimate0.00

GROUP 10 GENERAL ITEMS
0048                          0001.10 2.001,812.0003,624.00
BARRICADE, TYPE III BDAY1,812.0003,624.00
3,234.0006,468.00
0.0000.00

0049                          0001.30 1.25236.000295.00
TYPE B HIGH INTENSITY WARNING LIGHT LDAY236.000295.00
0.0000.00
0.0000.00

0050                          0001.90 0.603,472.0002,083.20
SIGN DAY EACH2,056.0001,233.60
2,198.0001,318.80
0.0000.00

0051                          0010.04 1,000.001.0001,000.00
FIELD OFFICE EACH1.0001,000.00
1.0001,000.00
0.0000.00

0052                          0030.10 400.001.000400.00
MOBILIZATION LS 1.000400.00
1.000400.00
0.0000.00

4001                          0001.99 0.840.0000.00
CONTRACTOR FURNISHED SIGN DAY EACH1,416.0001,189.44
Contractor Furnished Signs ( Plastic ) 1,402.0001,177.68
0.0000.00

GROUP 10 GENERAL ITEMSContracted7,402.20
Current7,742.04
In place10,364.48
This Estimate0.00

Totals for contractContracted857,029.49
Current870,500.55
In place936,884.05
This Estimate22,771.73